stress analysis report for fire water line gre

EPC OF NEW ASAB ACCOMMODATION COMPLEX –PHASE III

EPC OF NEW ASAB ACCOMMODATION COMPLEX-PHASE III

Document Title:

STRESS ANALYSIS REPORT EXTERNAL FIRE FIGHTING LINES

ASAB

B 02-06-2013 REISSUED FOR REVIEW & COMMENTS SHJ AR SUR

A 04-12-2012 ISSUED FOR REVIEW & COMMENTS SHJ AR SUR

Rev. Date Description of Revision Prepared Reviewed Approved


Contents

1. INTRODUCTION ............................................................................................. 3

2. REFERENCES ................................................................................................ 3

3. DRAWINGS .................................................................................................... 3

4. SOFTWARE USED FOR ANALYSIS ................................................................. 3

5. DATA USED ................................................................................................... 3 5.1 Design conditions .................................................................................. 3 5.2 Material properties ................................................................................. 3 5.3 Allowable Stresses ................................................................................. 4 5.4 Pipe content weight ............................................................................... 4 5.5 Valve weights ........................................................................................ 4

5.6 SoilProperties…......................................................................................4

6. ANALYSIS ..................................................................................................... 5 6.1 Static analysis ........................................................................................ 5 6.2 Boundary conditions & assumptions ........................................................ 5

7. RESULTS & RECOMMENDATIONS ................................................................. 6 7.1 General ................................................................................................. 6

8. LOAD CASES /ALLOWABLES STRESS ENVELOPS ......................................... 6

9. CONCLUSIONS .............................................................................................. 7

APPENDIX 1 – : REFERENCE DRAWINGS ......................................................... 8

APPENDIX 2 – : INPUT LISTING .......................................................................... 9

APPENDIX 3 – : STATIC ANALYSIS RESULTS .................................................... 9

APPENDIX 4 –:ALLOWABLE STRESS ENVELOPES ..........................................9


1. INTRODUCTION

The purpose of this report is to evaluate the integrity of the new fire water network under most severe loading scenarios as well as the impact of the this extension on the existing piping network at the tie-in points. This report shall determine the requirements for installing trust blocks for protecting the system encountering higher than acceptable stress conditions.

The new system is being analyzed as per the requirements of BS7159 and ISO 14692 and qualified against allowable stresses recommended by pipe manufacturer.

2. REFERENCES 2.1 DEP 31.40.10.19 Glass-fibre Reinforced Plastic Pipeline and Piping Systems 2.2 BS7159 Code of Practice for Design & Construction of GRP Piping System 2.3 ISO14692 Petroleum and Natural Gas Industries - Glass Reinforced Plastic Piping 2.4 ISO TR 14692 Underground Installation of Flexible Glass Reinforced thermosetting resin Pipes 2.5 Future Pipe Industries - Engineering Guide for Wavistrong filament wound epoxy pipe systems 2.6 Doc. 2632001 – Piping Stress Analysis for GRE line Model GRE24-07-08B (ASAB accommodation extension Phase-1 project).

3. DRAWINGS 3.1 Fire Water Main Overall Layout, ASCON/3730/G/G/058/REV-0

4. SOFTWARE USED FOR ANALYSIS 4.1 Ceasar II

5. DATA USED The following data has been used for stress calculations:

5.1 Design conditions

Design pressure: pdesign = 15.3 barg Hydro test pressure: ptest = 22.95 barg

Design temperature: Tdesign = 60 C

Avg. Installation temperature: Tinst = 30 C

5.2 Material properties


Material: Wavistrong GRE 55 Winding angle

Pipe (structural) wall thickness:

ID=150, OD=156.2 - 3.1 mm WT (Wall Thickness) ID=100, OD=104.8 - 2.4 mm WT ID = 50, OD = 55.2 - 2.6 mm WT Elbows Size ID 150 x 90 Deg - 5mm WT ID 100 x 90 Deg - 3.3mm WT ID 50 x 90 Deg - 2.6mm WT ID 150 x 45 Deg - 5mm WT / 6.3mm WT ID 100 x 45 Deg - 3.3mm WT ID 50 x 45 Deg - 2.6mm WT Tees Size ID 150x150 - 6.3mm WT ID 150x100 - 6.3mm WT

Note: In order to obtain the total wall thickness, 0.8 mm (liner and top coating) is to be added to the above listed values. All calculations are based on structural wall thickness

Elasticity modulus: Eaxial = 10,500 MPa

Ehoop = 20,500 MPa Shear modulus: G = 11500 MPa

Poisson ratio: hoop/axial = 0.65 (hoop load) axial/hoop = 0.38 (axial load) Thermal expansion coefft. = 2.0x 10-5 mm/mm/deg C

Specific gravity = 1850 Kg/mm3

Density of pipe = 1850 kg/m3

Corrosion allowance = 0 mm


5.3 Allowable Stresses

The allowable stress envelope is based on the following data:

Qualified stress @ 60 deg C = 125 MPa

Short-term hoop strength at 2:1 stress ratio, Shs (2:1) = 250 MPa

Short-term axial strength at 0:1 stress ratio, Sas (0:1) = 65 MPa

The following values for part factor f2 have been used according to applied code ISO 14692-3

Design/Operating (weight + design pressure + thermal) f2 = 0.83

Sustained (weight + design pressure) f2 = 0.67

Occasional (hydro test) f2 = 0.89

5.4 Pipe content weight

Pipe content density: = 992 kg/m3

5.5 Valve weights

Valve weights have been considered 80 Kg.

5.6 Soil Properties.

Friction Coefficient - 0.3 Soil Density - 1800 kg/m3 Buried depth to top of pipe - 1000mm (drawing) Friction Angle - 30 Deg Overburden compaction multiplier 8 Yield displacement factor 0.015


6. ANALYSIS

6.1 Static analysis

Based on the design conditions, in the static analysis, the following basic load cases have been considered: Based on the design conditions, in the static analysis, the following basic load cases have been considered: Load case 1 Operating [water filled pipe weight (W) + design temperature (T1) + design pressure (P1)] Load case 2 Sustained [water filled pipe weight (W) + design pressure (P1)] Load case 3 Occasional (Hydro test) [water filled pipe weight (W) + hydro test pressure (P2)] Load case 4 Sustained [water filled pipe weight (W)]

Where: Design temperature, T1 = 60 ºC Design pressure, P1 = 15.3 barg Hydro test pressure, P2 = 22.95 barg

6.2 Boundary conditions & Assumptions

All GRE flanges connected to hydrants are considered as fixed points and also the corresponding Special flange support for Hydrant has been issued. a. The computer model is built based on the design drawing (layout) as an extension of the existing piping system considering fixed (flexible anchors) at the tie-in locations with the existing systems. b. At each hydrant (transition between GRE system to Steel piping) a flexible anchor have been considered; the flexibility considered for these anchors are equivalent with the soil rigidity/resistance on transversal direction c. At the location of the pipe entering the valve pits, guide type supports were considered in the model; in the valve pits the rest type support has been considered at the valve location. These supports shall be physical materialized at site by providing sleeves with adequate sealing at all new valve manholes and concrete/equivalent approved support as base to support the valve weight. d. the stresses in the system under relevant loading condition were evaluated as follows:

Calculated the primary stresses for the load cases in line section of BS7159. Based on information provided by pipe manufacture and Engineering Design guide the long

term and short term failure stress envelope were plotted. The allowable stress envelope established in line with the ISO14692 and DEP 31.40.10.19

for load cases by using the recommended safety factor , SUS -067, OPE-083 and OCC -089.

The maximum stresses for each case were plotted on the allowable on the allowable stress envelopes to assess the system compliance.

Input and output data have been presented in the appendices and contain the following: Appendix 1 Marked-up copies of the reference drawings showing the node numbers Appendix 2 Input listing showing pipe data, operating parameters data used in the stress analysis.


Appendix 3 Static analysis result showing stress assessment graph, pipe stresses, restraint load summary and displacements.

7. RESULTS & RECOMMENDATIONS

7.1 General

Stresses have been calculated for each of the three load cases as listed in section 3. In order to bring stresses within allowable limits, the following recommendations should be implemented:

1) Elbows and pipes shall be reinforced with indicated structural / lamination thickness as shown in Isometrics (refer appendix 1)

2) All hydrant connections at GRE / Steel interface should be anchored. 3) All valves in the valve pits should be supported.

The table below list the maximum stress for each load case. The stresses have been plotted on the stress

envelope attached in appendix 3. All stresses are within allowable limits.

Stress :

Load case Node Axial stress

(MPa) Hoop stress

(MPa)

Operating 11 18.89 78.58

Sustained 11 18.89 37.78

Occasional (Hydro test)

11 28.33 56.67

Note: Please refer the Appendix 4 for stress envelop where plotted stress point is to the limit of the stress envelope.

8. LOAD CASES /ALLOWABLES STRESS ENVELOPS

1) WW+HP :Hydrotest case 2) W+T1+P1 :Operational case 3) W+P1 : Sustained case 4) L2-L3 :Expansion case

Allowable Stress Envelopes

Long term Short term

Sus Ope Exp OCC 0.67 0.83 0.83 0.89

Sa(0:1) 65.0 32.5 21.8 27.0 27.0 28.9


Sa(2:1) 125.0 62.5 41.9 51.9 51.9 55.6

Sh 250.0 125.0 83.8 103.8 103.8 111.3

0

20

40

60

80

100

120

140

0 50 100 150 200 250 300

Longitudinal Stress

Hoop Stress

Allowables Stress Envelops

Long Term Failure Envelope

Short Term Failure Envelope Allowable stress Occ Load Allowable stress Opp Load Allowable stress Sus Load 9. CONCLUSIONS The computer results show that, upon implementation of the recommendations as made in section:

1. Pipe stresses are within allowable limits.

2. Loads for the valve pits should be forwarded to the civil / structural engineer for a suitable supporting structure design

Appendix 1 – : Reference Drawings

CLOF R

OAD

CLOF R

OAD

CLOF R

OAD

CLOF R

OAD

CL OF ROAD

CL OF ROAD

CL OF ROAD

TIE IN-1

TIE IN-3

TIE IN-2

EXISTING LINE

DRAWING No.

DESCRIPTION

CONTRACTOR:

TITLE:

REV. DATE DRAWN CHKD. APPD.

SCALE =ALL DIMENSIONS ARE IN MM

FIRE WATER ISOMETRIC VIEW

ASCON/3730/G/G/058/REV-0

K:/A

SC

ON

/373

0/G

/G/0

58/R

EV

-0

ISSUED FOR APPROVAL0 NZR PER RSB

CONTRACTOR:

CLIENT :

PROJECT :

EPC FOR NEW ASAB

PROJECT NO: 0200283, AGREEMENT NO: TP-11-032

NTS

ACCOMMODATION COMPLEX - PHASE-III

27/04/13

6"Ø GRE - U/GEXTERNAL F.H PIPE

REFERENCE DRAWING DRAWING NO:

TYPICAL DETAIL AT 45 BEND

ISOMETRIC VIEW

GV GATE VALVE

IV ISOLATION VALVE

FH FIRE HYDRANT

THRUST BLOCK

EXTERNAL LAYOUT FOR FIRE ASCON/3730/G/G/043/REV-2 WATER

...\FIRE WATER-A-REVB. L


APPENDIX-2

CAESAR OUT PUTS

CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405

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Table of Contents LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS ................................................................................... 2 INPUT LISTING ............................................................................................................................................................. 3 Stresses Extended : 1 (HYD) WW+HP ............................................................................................................ 135 Stresses Extended : 2 (OPE) W+T1+P1 ....................................................................................................... 203 Stresses Extended : 3 (SUS) W+P1 .............................................................................................................. 271 Stresses Extended : 4 (EXP) L4=L2-L3 ..................................................................................................... 339 Restraint Summary Extended : Multiple ................................................................................................... 407 Displacements : 1 (HYD) WW+HP .................................................................................................................... 606 Displacements : 2 (OPE) W+T1+P1 ................................................................................................................ 622 Displacements : 3 (SUS) W+P1 ....................................................................................................................... 638 Displacements : 4 (EXP) L4=L2-L3 .............................................................................................................. 654

CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405

2

LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS 1 (HYD) WW+HP 2 (OPE) W+T1+P1 3 (SUS) W+P1 4 (EXP) L4=L2-L3

CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING

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PIPE DATA ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- From 10 To 11 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. PIPE Dia= 156.200 mm. Wall= 3.100 mm. Cor= .0000 mm. Mill%(-)= .00 GENERAL T1= 60 C P1= 1,530.0000 KPa PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Ex= 10,500,000 KPa Ea/Eh*Vh/a= .3329 Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Thk= .000 mm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 10 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 10 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 10 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ALLOWABLE STRESSES UKOOA (1994) Sh1= 250,000 KPa Sh2= 125,000 KPa ----------------------------------------------------------------------------- From 11 To 12 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 11 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 11 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 11 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 12 To 13 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 12 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 12 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 12 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 13 To 14 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 13 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 13 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 13 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 14 To 15 DX= 4,430.294 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 14 X2 K= 2,385 N./cm. Yield K= 1 N./cm. Yield Force= 4,137 N. Node 14 Z2 K= 392,976 N./cm. Yield K= 1 N./cm. Yield Force= 681,531 N. Node 14 Y2 K= 392,976 N./cm. Yield K= 1 N./cm. Yield Force= 681,531 N. ----------------------------------------------------------------------------- From 15 To 16 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 15 X2 K= 2,385 N./cm. Yield K= 1 N./cm. Yield Force= 4,137 N. Node 15 Z2 K= 392,976 N./cm. Yield K= 1 N./cm. Yield Force= 681,531 N. Node 15 Y2 K= 392,976 N./cm. Yield K= 1 N./cm. Yield Force= 681,531 N. -----------------------------------------------------------------------------


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From 16 To 17 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 16 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 16 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 16 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 17 To 18 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 17 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 17 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 17 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 18 To 19 DX= 127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 18 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 18 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 18 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 19 To 20 DX= 127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 20 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 20 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 20 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 20 To 30 DX= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 20 Guide ----------------------------------------------------------------------------- From 30 To 40 DX= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 40 +Y Mu = .30 ----------------------------------------------------------------------------- From 40 To 50 DX= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------- From 50 To 60 DX= 567.000 mm. Mill%(-)= .00 GENERAL


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PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 60 Guide ----------------------------------------------------------------------------- From 60 To 61 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 60 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 60 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 60 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 61 To 62 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 61 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 61 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 61 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 62 To 63 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 62 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 62 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 62 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 63 To 64 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 63 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 63 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 63 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 64 To 65 DX= 3,125.997 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 64 X2 K= 1,739 N./cm. Yield K= 1 N./cm. Yield Force= 3,016 N. Node 64 Z2 K= 286,502 N./cm. Yield K= 1 N./cm. Yield Force= 496,874 N. Node 64 Y2 K= 286,502 N./cm. Yield K= 1 N./cm. Yield Force= 496,874 N. ----------------------------------------------------------------------------- From 65 To 66 DX= 3,125.997 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 65 X2 K= 3,098 N./cm. Yield K= 1 N./cm. Yield Force= 5,373 N. Node 65 Z2 K= 510,371 N./cm. Yield K= 1 N./cm. Yield Force= 885,127 N. Node 65 Y2 K= 510,371 N./cm. Yield K= 1 N./cm. Yield Force= 885,127 N. ----------------------------------------------------------------------------- From 66 To 67 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS


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Node 66 X2 K= 1,739 N./cm. Yield K= 1 N./cm. Yield Force= 3,016 N. Node 66 Z2 K= 286,502 N./cm. Yield K= 1 N./cm. Yield Force= 496,874 N. Node 66 Y2 K= 286,502 N./cm. Yield K= 1 N./cm. Yield Force= 496,874 N. ----------------------------------------------------------------------------- From 67 To 68 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 67 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 67 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 67 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 68 To 69 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 68 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 68 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 68 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 69 To 71 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 69 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 69 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 69 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 71 To 72 DX= 97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 71 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 71 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 71 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 72 To 70 DX= 137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 72 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= .7071 .0000 -.7071 Node 72 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 .7071 Node 72 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 70 To 73 DX= .000 mm. DY= .000 mm. DZ= -352.795 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 70 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 70 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 70 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. -----------------------------------------------------------------------------


7

From 73 To 74 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 73 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 73 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 73 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 74 To 75 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 74 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 74 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 74 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 75 To 76 DX= .000 mm. DY= .000 mm. DZ= -383.618 mm. RESTRAINTS Node 75 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 75 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 75 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 76 To 77 DX= .000 mm. DY= .000 mm. DZ= -2,859.078 mm. RESTRAINTS Node 76 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 76 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 76 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 77 To 78 DX= .000 mm. DY= .000 mm. DZ= -5,114.384 mm. RESTRAINTS Node 77 Z2 K= 3,951 N./cm. Yield K= 1 N./cm. Yield Force= 6,852 N. Node 77 X2 K= 650,901 N./cm. Yield K= 1 N./cm. Yield Force= 1,128,845 N. Node 77 Y2 K= 650,901 N./cm. Yield K= 1 N./cm. Yield Force= 1,128,845 N. ----------------------------------------------------------------------------- From 78 To 79 DX= .000 mm. DY= .000 mm. DZ= -2,557.192 mm. RESTRAINTS Node 78 Z2 K= 5,068 N./cm. Yield K= 1 N./cm. Yield Force= 8,790 N. Node 78 X2 K= 835,009 N./cm. Yield K= 1 N./cm. Yield Force= 1,448,140 N. Node 78 Y2 K= 835,009 N./cm. Yield K= 1 N./cm. Yield Force= 1,448,140 N. ----------------------------------------------------------------------------- From 79 To 80 DX= .000 mm. DY= .000 mm. DZ= -2,557.192 mm. RESTRAINTS Node 80 Z2 K= 2,534 N./cm. Yield K= 1 N./cm. Yield Force= 4,395 N. Node 80 X2 K= 417,504 N./cm. Yield K= 1 N./cm. Yield Force= 724,070 N. Node 80 Y2 K= 417,504 N./cm. Yield K= 1 N./cm. Yield Force= 724,070 N. SIF's & TEE's Node 80 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 80 To 81 DX= -197.500 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00


8

GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 80 X2 K= 98 N./cm. Yield K= 1 N./cm. Yield Force= 170 N. Node 80 Z2 K= 16,123 N./cm. Yield K= 1 N./cm. Yield Force= 27,961 N. Node 80 Y2 K= 16,123 N./cm. Yield K= 1 N./cm. Yield Force= 27,961 N. ----------------------------------------------------------------------------- From 81 To 89 DX= -98.750 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 81 X2 K= 196 N./cm. Yield K= 1 N./cm. Yield Force= 339 N. Node 81 Z2 K= 32,245 N./cm. Yield K= 1 N./cm. Yield Force= 55,922 N. Node 81 Y2 K= 32,245 N./cm. Yield K= 1 N./cm. Yield Force= 55,922 N. ----------------------------------------------------------------------------- From 89 To 90 DX= -98.750 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 90 X2 K= 98 N./cm. Yield K= 1 N./cm. Yield Force= 170 N. Node 90 Z2 K= 16,123 N./cm. Yield K= 1 N./cm. Yield Force= 27,961 N. Node 90 Y2 K= 16,123 N./cm. Yield K= 1 N./cm. Yield Force= 27,961 N. ----------------------------------------------------------------------------- From 90 To 100 DX= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------- From 100 To 110 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 110 +Y Mu = .30 ----------------------------------------------------------------------------- From 110 To 120 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------- From 120 To 130 DX= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS


9

Node 130 Guide ----------------------------------------------------------------------------- From 130 To 131 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 130 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 130 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 130 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 131 To 132 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 131 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 131 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 131 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 132 To 133 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 132 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 132 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 132 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 133 To 134 DX= -1,199.382 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 133 X2 K= 721 N./cm. Yield K= 1 N./cm. Yield Force= 1,250 N. Node 133 Z2 K= 118,787 N./cm. Yield K= 1 N./cm. Yield Force= 206,010 N. Node 133 Y2 K= 118,787 N./cm. Yield K= 1 N./cm. Yield Force= 206,010 N. ----------------------------------------------------------------------------- From 134 To 140 DX= -1,199.382 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 134 X2 K= 1,189 N./cm. Yield K= 1 N./cm. Yield Force= 2,061 N. Node 134 Z2 K= 195,819 N./cm. Yield K= 1 N./cm. Yield Force= 339,606 N. Node 134 Y2 K= 195,819 N./cm. Yield K= 1 N./cm. Yield Force= 339,606 N. SIF's & TEE's Node 140 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 140 To 145 DX= -4,300.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP)


10

Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 140 X2 K= 2,725 N./cm. Yield K= 1 N./cm. Yield Force= 4,726 N. Node 140 Z2 K= 448,933 N./cm. Yield K= 1 N./cm. Yield Force= 778,576 N. Node 140 Y2 K= 448,933 N./cm. Yield K= 1 N./cm. Yield Force= 778,576 N. SIF's & TEE's Node 145 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 145 To 146 DX= -14,429.617 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 145 X2 K= 9,280 N./cm. Yield K= 1 N./cm. Yield Force= 16,095 N. Node 145 Z2 K= 1,528,962 N./cm. Yield K= 1 N./cm. Yield Force= 2,651,650 N. Node 145 Y2 K= 1,528,962 N./cm. Yield K= 1 N./cm. Yield Force= 2,651,650 N. ----------------------------------------------------------------------------- From 146 To 147 DX= -14,429.617 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 146 X2 K= 14,300 N./cm. Yield K= 1 N./cm. Yield Force= 24,800 N. Node 146 Z2 K= 2,355,876 N./cm. Yield K= 1 N./cm. Yield Force= 4,085,752 N. Node 146 Y2 K= 2,355,876 N./cm. Yield K= 1 N./cm. Yield Force= 4,085,752 N. ----------------------------------------------------------------------------- From 147 To 148 DX= -15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 147 X2 K= 14,889 N./cm. Yield K= 1 N./cm. Yield Force= 25,822 N. Node 147 Z2 K= 2,453,051 N./cm. Yield K= 1 N./cm. Yield Force= 4,254,281 N. Node 147 Y2 K= 2,453,051 N./cm. Yield K= 1 N./cm. Yield Force= 4,254,281 N. ----------------------------------------------------------------------------- From 148 To 149 DX= -15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 148 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 148 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 148 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------- From 149 To 151 DX= -15,620.000 mm. DY= .000 mm. DZ= .000 mm.


11

RESTRAINTS Node 149 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 149 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 149 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------- From 151 To 152 DX= -7,810.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 151 X2 K= 11,609 N./cm. Yield K= 1 N./cm. Yield Force= 20,134 N. Node 151 Z2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. Node 151 Y2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. ----------------------------------------------------------------------------- From 152 To 153 DX= -5,334.539 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 152 X2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 152 Z2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 152 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------- From 153 To 154 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 153 X2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 153 Z2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 153 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------- From 154 To 155 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 154 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 154 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 154 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 155 To 156 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 155 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 155 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 155 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 156 To 157 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 156 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 156 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N.


12

Node 156 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 157 To 158 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 157 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 157 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 157 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 158 To 159 DX= -97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 158 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 158 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 158 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 159 To 150 DX= -137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 159 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 -.7071 Node 159 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 -.7071 Node 159 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 150 To 161 DX= .000 mm. DY= .000 mm. DZ= -352.795 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 150 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 150 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 150 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 161 To 162 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 161 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 161 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 161 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. -----------------------------------------------------------------------------


13

From 162 To 163 DX= .000 mm. DY= .000 mm. DZ= -425.720 mm. RESTRAINTS Node 162 Z2 K= 338 N./cm. Yield K= 1 N./cm. Yield Force= 586 N. Node 162 X2 K= 55,630 N./cm. Yield K= 1 N./cm. Yield Force= 96,479 N. Node 162 Y2 K= 55,630 N./cm. Yield K= 1 N./cm. Yield Force= 96,479 N. ----------------------------------------------------------------------------- From 163 To 164 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 163 Z2 K= 338 N./cm. Yield K= 1 N./cm. Yield Force= 586 N. Node 163 X2 K= 55,630 N./cm. Yield K= 1 N./cm. Yield Force= 96,479 N. Node 163 Y2 K= 55,630 N./cm. Yield K= 1 N./cm. Yield Force= 96,479 N. ----------------------------------------------------------------------------- From 164 To 165 DX= .000 mm. DY= .000 mm. DZ= -127.873 mm. RESTRAINTS Node 164 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 164 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 164 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 165 To 160 DX= .000 mm. DY= .000 mm. DZ= -127.873 mm. RESTRAINTS Node 160 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 160 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 160 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 160 To 170 DZ= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------- From 170 To 180 DZ= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 180 +Y Mu = .30 ----------------------------------------------------------------------------- From 180 To 190 DZ= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm.


14

Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------- From 190 To 200 DZ= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 200 Guide ----------------------------------------------------------------------------- From 200 To 201 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 200 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 200 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 200 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 201 To 202 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 201 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 201 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 201 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 202 To 203 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 202 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 202 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 202 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 203 To 210 DX= .000 mm. DY= .000 mm. DZ= -532.765 mm. RESTRAINTS Node 203 Z2 K= 391 N./cm. Yield K= 1 N./cm. Yield Force= 678 N. Node 203 X2 K= 64,369 N./cm. Yield K= 1 N./cm. Yield Force= 111,633 N. Node 203 Y2 K= 64,369 N./cm. Yield K= 1 N./cm. Yield Force= 111,633 N. SIF's & TEE's Node 210 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 210 To 211 DX= .000 mm. DY= .000 mm. DZ= -532.765 mm. Mill%(-)= .00


15

GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 210 Z2 K= 528 N./cm. Yield K= 1 N./cm. Yield Force= 916 N. Node 210 X2 K= 86,983 N./cm. Yield K= 1 N./cm. Yield Force= 150,853 N. Node 210 Y2 K= 86,983 N./cm. Yield K= 1 N./cm. Yield Force= 150,853 N. ----------------------------------------------------------------------------- From 211 To 212 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 211 Z2 K= 391 N./cm. Yield K= 1 N./cm. Yield Force= 678 N. Node 211 X2 K= 64,369 N./cm. Yield K= 1 N./cm. Yield Force= 111,633 N. Node 211 Y2 K= 64,369 N./cm. Yield K= 1 N./cm. Yield Force= 111,633 N. ----------------------------------------------------------------------------- From 212 To 213 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 212 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 212 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 212 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 213 To 219 DX= .000 mm. DY= .000 mm. DZ= -127.873 mm. RESTRAINTS Node 213 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 213 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 213 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 219 To 220 DX= .000 mm. DY= .000 mm. DZ= -127.873 mm. RESTRAINTS Node 220 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 220 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 220 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 220 To 230 DZ= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------- From 230 To 240 DZ= -133.000 mm. Mill%(-)= .00 GENERAL


16

PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 240 +Y Mu = .30 ----------------------------------------------------------------------------- From 240 To 250 DZ= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------- From 250 To 260 DZ= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 260 Guide ----------------------------------------------------------------------------- From 260 To 261 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 260 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 260 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 260 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 261 To 262 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 261 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 261 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 261 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 262 To 263 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 262 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 262 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 262 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. -----------------------------------------------------------------------------


17

From 263 To 264 DX= .000 mm. DY= .000 mm. DZ= -383.618 mm. RESTRAINTS Node 263 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 263 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 263 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 264 To 265 DX= .000 mm. DY= .000 mm. DZ= -2,859.078 mm. RESTRAINTS Node 264 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 264 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 264 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 265 To 266 DX= .000 mm. DY= .000 mm. DZ= -5,334.539 mm. RESTRAINTS Node 265 Z2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 265 X2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 265 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------- From 266 To 267 DX= .000 mm. DY= .000 mm. DZ= -7,810.000 mm. RESTRAINTS Node 266 Z2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 266 X2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 266 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------- From 267 To 268 DX= .000 mm. DY= .000 mm. DZ= -12,196.766 mm. RESTRAINTS Node 267 Z2 K= 9,913 N./cm. Yield K= 1 N./cm. Yield Force= 17,192 N. Node 267 X2 K= 1,633,219 N./cm. Yield K= 1 N./cm. Yield Force= 2,832,462 N. Node 267 Y2 K= 1,633,219 N./cm. Yield K= 1 N./cm. Yield Force= 2,832,462 N. ----------------------------------------------------------------------------- From 268 To 270 DX= .000 mm. DY= .000 mm. DZ= -12,196.766 mm. RESTRAINTS Node 268 Z2 K= 12,087 N./cm. Yield K= 1 N./cm. Yield Force= 20,962 N. Node 268 X2 K= 1,991,326 N./cm. Yield K= 1 N./cm. Yield Force= 3,453,519 N. Node 268 Y2 K= 1,991,326 N./cm. Yield K= 1 N./cm. Yield Force= 3,453,519 N. SIF's & TEE's Node 270 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 270 To 271 DX= .000 mm. DY= .000 mm. DZ= -3,234.048 mm. Mill%(-)= .00 GENERAL


18

PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 270 Z2 K= 7,646 N./cm. Yield K= 1 N./cm. Yield Force= 13,260 N. Node 270 X2 K= 1,259,669 N./cm. Yield K= 1 N./cm. Yield Force= 2,184,621 N. Node 270 Y2 K= 1,259,669 N./cm. Yield K= 1 N./cm. Yield Force= 2,184,621 N. ----------------------------------------------------------------------------- From 271 To 272 DX= .000 mm. DY= .000 mm. DZ= -3,234.048 mm. RESTRAINTS Node 271 Z2 K= 3,205 N./cm. Yield K= 1 N./cm. Yield Force= 5,558 N. Node 271 X2 K= 528,012 N./cm. Yield K= 1 N./cm. Yield Force= 915,722 N. Node 271 Y2 K= 528,012 N./cm. Yield K= 1 N./cm. Yield Force= 915,722 N. ----------------------------------------------------------------------------- From 272 To 273 DX= .000 mm. DY= .000 mm. DZ= -383.618 mm. RESTRAINTS Node 272 Z2 K= 1,793 N./cm. Yield K= 1 N./cm. Yield Force= 3,109 N. Node 272 X2 K= 295,322 N./cm. Yield K= 1 N./cm. Yield Force= 512,172 N. Node 272 Y2 K= 295,322 N./cm. Yield K= 1 N./cm. Yield Force= 512,172 N. ----------------------------------------------------------------------------- From 273 To 274 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 273 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 273 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 273 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 274 To 277 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 274 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 274 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 274 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 277 To 281 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 277 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 277 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 277 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 281 To 282 DX= .000 mm. DY= .000 mm. DZ= -46.605 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500


19

RESTRAINTS Node 281 Z2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 281 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 281 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------- From 282 To 275 DX= .000 mm. DY= 35.670 mm. DZ= -86.115 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 282 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= .0000 .3827 -.9239 Node 282 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 282 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= .0000 .9239 .3827 ----------------------------------------------------------------------------- From 275 To 278 DX= .000 mm. DY= 213.794 mm. DZ= -213.794 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 275 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Dir Vec= .0000 .7071 -.7071 Node 275 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 275 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------- From 278 To 279 DX= .000 mm. DY= 180.839 mm. DZ= -180.839 mm. RESTRAINTS Node 278 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= .0000 .7071 -.7071 Node 278 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 278 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------- From 279 To 283 DX= .000 mm. DY= 209.394 mm. DZ= -209.394 mm. RESTRAINTS Node 279 X2 K= 273 N./cm. Yield K= 1 N./cm. Yield Force= 474 N. Dir Vec= .0000 .7071 -.7071 Node 279 X2 K= 45,051 N./cm. Yield K= 1 N./cm. Yield Force= 78,132 N. Node 279 X2 K= 45,051 N./cm. Yield K= 1 N./cm. Yield Force= 78,132 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------- From 283 To 284 DX= .000 mm. DY= 180.839 mm. DZ= -180.839 mm. RESTRAINTS Node 283 X2 K= 273 N./cm. Yield K= 1 N./cm. Yield Force= 474 N.


20

Dir Vec= .0000 .7071 -.7071 Node 283 X2 K= 45,051 N./cm. Yield K= 1 N./cm. Yield Force= 78,132 N. Node 283 X2 K= 45,051 N./cm. Yield K= 1 N./cm. Yield Force= 78,132 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------- From 284 To 285 DX= .000 mm. DY= 180.839 mm. DZ= -180.839 mm. RESTRAINTS Node 284 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= .0000 .7071 -.7071 Node 284 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 284 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------- From 285 To 286 DX= .000 mm. DY= 32.955 mm. DZ= -32.955 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 285 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Dir Vec= .0000 .7071 -.7071 Node 285 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 285 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------- From 286 To 276 DX= .000 mm. DY= 35.670 mm. DZ= -86.115 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 286 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= .0000 .3827 -.9239 Node 286 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 286 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= .0000 .9239 .3827 ----------------------------------------------------------------------------- From 276 To 287 DX= .000 mm. DY= .000 mm. DZ= -302.350 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 276 Z2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 276 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 276 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------- From 287 To 288 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 287 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N.


21

Node 287 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 287 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 288 To 289 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 288 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 288 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 288 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 289 To 291 DX= .000 mm. DY= .000 mm. DZ= -383.618 mm. RESTRAINTS Node 289 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 289 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 289 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 291 To 292 DX= .000 mm. DY= .000 mm. DZ= -2,859.078 mm. RESTRAINTS Node 291 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 291 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 291 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 292 To 293 DX= .000 mm. DY= .000 mm. DZ= -3,245.009 mm. RESTRAINTS Node 292 Z2 K= 4,632 N./cm. Yield K= 1 N./cm. Yield Force= 8,034 N. Node 292 X2 K= 763,198 N./cm. Yield K= 1 N./cm. Yield Force= 1,323,600 N. Node 292 Y2 K= 763,198 N./cm. Yield K= 1 N./cm. Yield Force= 1,323,600 N. ----------------------------------------------------------------------------- From 293 To 280 DX= .000 mm. DY= .000 mm. DZ= -3,245.009 mm. RESTRAINTS Node 280 Z2 K= 3,216 N./cm. Yield K= 1 N./cm. Yield Force= 5,577 N. Node 280 X2 K= 529,802 N./cm. Yield K= 1 N./cm. Yield Force= 918,826 N. Node 280 Y2 K= 529,802 N./cm. Yield K= 1 N./cm. Yield Force= 918,826 N. SIF's & TEE's Node 280 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 280 To 294 DX= -3,244.147 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm.


22

RESTRAINTS Node 280 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,788 N. Node 280 Z2 K= 264,831 N./cm. Yield K= 1 N./cm. Yield Force= 459,291 N. Node 280 Y2 K= 264,831 N./cm. Yield K= 1 N./cm. Yield Force= 459,291 N. ----------------------------------------------------------------------------- From 294 To 295 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 294 X2 K= 1,798 N./cm. Yield K= 1 N./cm. Yield Force= 3,117 N. Node 294 Z2 K= 296,147 N./cm. Yield K= 1 N./cm. Yield Force= 513,602 N. Node 294 Y2 K= 296,147 N./cm. Yield K= 1 N./cm. Yield Force= 513,602 N. ----------------------------------------------------------------------------- From 295 To 296 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 295 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 295 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 295 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 296 To 297 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 296 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 296 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 296 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 297 To 298 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 297 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 297 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 297 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 298 To 290 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 290 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 290 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 290 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 290 To 300 DX= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. -----------------------------------------------------------------------------


23

From 300 To 310 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 310 +Y Mu = .30 ----------------------------------------------------------------------------- From 310 To 320 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------- From 320 To 330 DX= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 330 Guide ----------------------------------------------------------------------------- From 330 To 331 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 330 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 330 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 330 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 331 To 332 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 331 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 331 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 331 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 332 To 333 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 332 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 332 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N.


24

Node 332 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 333 To 334 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 333 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 333 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 333 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 334 To 335 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 334 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 334 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 334 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 335 To 336 DX= -5,887.918 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 335 X2 K= 4,334 N./cm. Yield K= 1 N./cm. Yield Force= 7,517 N. Node 335 Z2 K= 714,047 N./cm. Yield K= 1 N./cm. Yield Force= 1,238,358 N. Node 335 Y2 K= 714,047 N./cm. Yield K= 1 N./cm. Yield Force= 1,238,358 N. ----------------------------------------------------------------------------- From 336 To 337 DX= -5,887.918 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 336 X2 K= 5,835 N./cm. Yield K= 1 N./cm. Yield Force= 10,119 N. Node 336 Z2 K= 961,301 N./cm. Yield K= 1 N./cm. Yield Force= 1,667,167 N. Node 336 Y2 K= 961,301 N./cm. Yield K= 1 N./cm. Yield Force= 1,667,167 N. ----------------------------------------------------------------------------- From 337 To 338 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 337 X2 K= 4,334 N./cm. Yield K= 1 N./cm. Yield Force= 7,517 N. Node 337 Z2 K= 714,047 N./cm. Yield K= 1 N./cm. Yield Force= 1,238,358 N. Node 337 Y2 K= 714,047 N./cm. Yield K= 1 N./cm. Yield Force= 1,238,358 N. ----------------------------------------------------------------------------- From 338 To 339 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 338 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 338 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 338 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 339 To 341 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 339 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N.


25

Node 339 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 339 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 341 To 342 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 341 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 341 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 341 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 342 To 343 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 342 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 342 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 342 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 343 To 344 DX= -97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 343 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 343 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 343 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 344 To 340 DX= -137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 344 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 -.7071 Node 344 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 -.7071 Node 344 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 340 To 345 DX= .000 mm. DY= .000 mm. DZ= -352.795 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 340 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 340 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 340 Y2 K= 35,899 N./cm. Yield K= 1 N./cm.


26

Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 345 To 346 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 345 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 345 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 345 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 346 To 347 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 346 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 346 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 346 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 347 To 348 DX= .000 mm. DY= .000 mm. DZ= -383.618 mm. RESTRAINTS Node 347 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 347 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 347 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 348 To 349 DX= .000 mm. DY= .000 mm. DZ= -2,859.078 mm. RESTRAINTS Node 348 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 348 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 348 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 349 To 351 DX= .000 mm. DY= .000 mm. DZ= -5,334.539 mm. RESTRAINTS Node 349 Z2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 349 X2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 349 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------- From 351 To 352 DX= .000 mm. DY= .000 mm. DZ= -7,810.000 mm. RESTRAINTS Node 351 Z2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 351 X2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 351 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------- From 352 To 353 DX= .000 mm. DY= .000 mm. DZ= -15,620.000 mm. RESTRAINTS Node 352 Z2 K= 11,609 N./cm. Yield K= 1 N./cm. Yield Force= 20,134 N.


27

Node 352 X2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. Node 352 Y2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. ----------------------------------------------------------------------------- From 353 To 354 DX= .000 mm. DY= .000 mm. DZ= -15,620.000 mm. RESTRAINTS Node 353 Z2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 353 X2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 353 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------- From 354 To 355 DX= .000 mm. DY= .000 mm. DZ= -14,156.617 mm. RESTRAINTS Node 354 Z2 K= 14,754 N./cm. Yield K= 1 N./cm. Yield Force= 25,588 N. Node 354 X2 K= 2,430,765 N./cm. Yield K= 1 N./cm. Yield Force= 4,215,631 N. Node 354 Y2 K= 2,430,765 N./cm. Yield K= 1 N./cm. Yield Force= 4,215,631 N. ----------------------------------------------------------------------------- From 355 To 350 DX= .000 mm. DY= .000 mm. DZ= -14,156.617 mm. RESTRAINTS Node 355 Z2 K= 14,029 N./cm. Yield K= 1 N./cm. Yield Force= 24,330 N. Node 355 X2 K= 2,311,304 N./cm. Yield K= 1 N./cm. Yield Force= 4,008,452 N. Node 355 Y2 K= 2,311,304 N./cm. Yield K= 1 N./cm. Yield Force= 4,008,452 N. SIF's & TEE's Node 350 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 350 To 356 DX= .000 mm. DY= .000 mm. DZ= -13,198.615 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 350 Z2 K= 13,554 N./cm. Yield K= 1 N./cm. Yield Force= 23,507 N. Node 350 X2 K= 2,233,100 N./cm. Yield K= 1 N./cm. Yield Force= 3,872,823 N. Node 350 Y2 K= 2,233,100 N./cm. Yield K= 1 N./cm. Yield Force= 3,872,823 N. ----------------------------------------------------------------------------- From 356 To 357 DX= .000 mm. DY= .000 mm. DZ= -13,198.615 mm. RESTRAINTS Node 356 Z2 K= 13,080 N./cm. Yield K= 1 N./cm. Yield Force= 22,684 N. Node 356 X2 K= 2,154,895 N./cm. Yield K= 1 N./cm.


28

Yield Force= 3,737,194 N. Node 356 Y2 K= 2,154,895 N./cm. Yield K= 1 N./cm. Yield Force= 3,737,194 N. ----------------------------------------------------------------------------- From 357 To 358 DX= .000 mm. DY= .000 mm. DZ= -7,810.000 mm. RESTRAINTS Node 357 Z2 K= 10,410 N./cm. Yield K= 1 N./cm. Yield Force= 18,053 N. Node 357 X2 K= 1,715,004 N./cm. Yield K= 1 N./cm. Yield Force= 2,974,299 N. Node 357 Y2 K= 1,715,004 N./cm. Yield K= 1 N./cm. Yield Force= 2,974,299 N. ----------------------------------------------------------------------------- From 358 To 359 DX= .000 mm. DY= .000 mm. DZ= -5,334.539 mm. RESTRAINTS Node 358 Z2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 358 X2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 358 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------- From 359 To 361 DX= .000 mm. DY= .000 mm. DZ= -2,859.078 mm. RESTRAINTS Node 359 Z2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 359 X2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 359 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------- From 361 To 362 DX= .000 mm. DY= .000 mm. DZ= -383.618 mm. RESTRAINTS Node 361 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 361 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 361 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 362 To 363 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 362 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 362 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 362 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 363 To 364 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 363 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 363 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 363 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 364 To 365 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm.


29

RESTRAINTS Node 364 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 364 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 364 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 365 To 366 DX= .000 mm. DY= .000 mm. DZ= -97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 365 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 365 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 365 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 366 To 360 DX= 137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 366 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= .7071 .0000 -.7071 Node 366 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 .7071 Node 366 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 360 To 367 DX= 352.795 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 360 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 360 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 360 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 367 To 368 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 367 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 367 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 367 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 368 To 369 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 368 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 368 Z2 K= 41,755 N./cm. Yield K= 1 N./cm.


30

Yield Force= 72,414 N. Node 368 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 369 To 371 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 369 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 369 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 369 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 371 To 372 DX= 2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 371 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 371 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 371 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 372 To 373 DX= 5,334.539 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 372 X2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 372 Z2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 372 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------- From 373 To 374 DX= 7,810.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 373 X2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 373 Z2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 373 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------- From 374 To 375 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 374 X2 K= 11,609 N./cm. Yield K= 1 N./cm. Yield Force= 20,134 N. Node 374 Z2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. Node 374 Y2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. ----------------------------------------------------------------------------- From 375 To 376 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 375 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 375 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 375 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. -----------------------------------------------------------------------------


31

From 376 To 377 DX= 11,273.617 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 376 X2 K= 13,326 N./cm. Yield K= 1 N./cm. Yield Force= 23,110 N. Node 376 Z2 K= 2,195,416 N./cm. Yield K= 1 N./cm. Yield Force= 3,807,470 N. Node 376 Y2 K= 2,195,416 N./cm. Yield K= 1 N./cm. Yield Force= 3,807,470 N. ----------------------------------------------------------------------------- From 377 To 370 DX= 11,273.617 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 377 X2 K= 11,172 N./cm. Yield K= 1 N./cm. Yield Force= 19,375 N. Node 377 Z2 K= 1,840,606 N./cm. Yield K= 1 N./cm. Yield Force= 3,192,130 N. Node 377 Y2 K= 1,840,606 N./cm. Yield K= 1 N./cm. Yield Force= 3,192,130 N. SIF's & TEE's Node 370 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 370 To 378 DX= 18,636.234 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 370 X2 K= 14,820 N./cm. Yield K= 1 N./cm. Yield Force= 25,702 N. Node 370 Z2 K= 2,441,642 N./cm. Yield K= 1 N./cm. Yield Force= 4,234,494 N. Node 370 Y2 K= 2,441,642 N./cm. Yield K= 1 N./cm. Yield Force= 4,234,494 N. ----------------------------------------------------------------------------- From 378 To 379 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 378 X2 K= 16,974 N./cm. Yield K= 1 N./cm. Yield Force= 29,437 N. Node 378 Z2 K= 2,796,452 N./cm. Yield K= 1 N./cm. Yield Force= 4,849,834 N. Node 378 Y2 K= 2,796,452 N./cm. Yield K= 1 N./cm. Yield Force= 4,849,834 N. ----------------------------------------------------------------------------- From 379 To 381 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 379 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 379 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 379 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------- From 381 To 382 DX= 7,810.000 mm. DY= .000 mm. DZ= .000 mm.


32

RESTRAINTS Node 381 X2 K= 11,609 N./cm. Yield K= 1 N./cm. Yield Force= 20,134 N. Node 381 Z2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. Node 381 Y2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. ----------------------------------------------------------------------------- From 382 To 389 DX= 5,334.539 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 382 X2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 382 Z2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 382 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------- From 389 To 391 DX= 2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 389 X2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 389 Z2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 389 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------- From 391 To 392 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 391 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 391 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 391 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 392 To 393 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 392 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 392 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 392 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 393 To 394 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 393 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 393 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 393 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 394 To 395 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 394 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 394 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 394 Y2 K= 41,755 N./cm. Yield K= 1 N./cm.


33

Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 395 To 396 DX= 97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 RESTRAINTS Node 395 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 395 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 395 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 396 To 380 DX= 137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 RESTRAINTS Node 396 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= .7071 .0000 .7071 Node 396 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 .7071 Node 396 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 380 To 383 DX= .000 mm. DY= .000 mm. DZ= 352.795 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 380 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 380 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 380 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 383 To 384 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 383 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 383 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 383 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 384 To 397 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 384 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 384 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 384 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 397 To 398 DX= .000 mm. DY= .000 mm. DZ= 400.179 mm.


34

RESTRAINTS Node 397 Z2 K= 325 N./cm. Yield K= 1 N./cm. Yield Force= 564 N. Node 397 X2 K= 53,545 N./cm. Yield K= 1 N./cm. Yield Force= 92,863 N. Node 397 Y2 K= 53,545 N./cm. Yield K= 1 N./cm. Yield Force= 92,863 N. ----------------------------------------------------------------------------- From 398 To 399 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 398 Z2 K= 325 N./cm. Yield K= 1 N./cm. Yield Force= 564 N. Node 398 X2 K= 53,545 N./cm. Yield K= 1 N./cm. Yield Force= 92,863 N. Node 398 Y2 K= 53,545 N./cm. Yield K= 1 N./cm. Yield Force= 92,863 N. ----------------------------------------------------------------------------- From 399 To 401 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 399 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 399 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 399 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 401 To 402 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 401 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 401 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 401 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 402 To 403 DX= .000 mm. DY= .000 mm. DZ= 46.605 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 402 Z2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 402 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 402 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------- From 403 To 385 DX= .000 mm. DY= 35.670 mm. DZ= 86.115 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 403 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= .0000 .3827 .9239 Node 403 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 403 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= .0000 .9239 -.3827 ----------------------------------------------------------------------------- From 385 To 387 DX= .000 mm. DY= 213.794 mm. DZ= 213.794 mm. Mill%(-)= .00


35

GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 385 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Dir Vec= .0000 .7071 .7071 Node 385 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 385 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= .0000 .7071 -.7071 ----------------------------------------------------------------------------- From 387 To 388 DX= .000 mm. DY= 180.839 mm. DZ= 180.839 mm. RESTRAINTS Node 387 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= .0000 .7071 .7071 Node 387 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 387 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= .0000 .7071 -.7071 ----------------------------------------------------------------------------- From 388 To 404 DX= .000 mm. DY= 239.394 mm. DZ= 239.394 mm. RESTRAINTS Node 388 X2 K= 294 N./cm. Yield K= 1 N./cm. Yield Force= 511 N. Dir Vec= .0000 .7071 .7071 Node 388 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Node 388 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Dir Vec= .0000 .7071 -.7071 ----------------------------------------------------------------------------- From 404 To 405 DX= .000 mm. DY= 180.839 mm. DZ= 180.839 mm. RESTRAINTS Node 404 X2 K= 294 N./cm. Yield K= 1 N./cm. Yield Force= 511 N. Dir Vec= .0000 .7071 .7071 Node 404 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Node 404 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Dir Vec= .0000 .7071 -.7071 ----------------------------------------------------------------------------- From 405 To 406 DX= .000 mm. DY= 180.839 mm. DZ= 180.839 mm. RESTRAINTS Node 405 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= .0000 .7071 .7071 Node 405 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 405 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= .0000 .7071 -.7071 ----------------------------------------------------------------------------- From 406 To 407 DX= .000 mm. DY= 32.955 mm. DZ= 32.955 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 406 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N.


36

Dir Vec= .0000 .7071 .7071 Node 406 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 406 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= .0000 .7071 -.7071 ----------------------------------------------------------------------------- From 407 To 386 DX= .000 mm. DY= 35.670 mm. DZ= 86.115 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 407 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= .0000 .3827 .9239 Node 407 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 407 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= .0000 .9239 -.3827 ----------------------------------------------------------------------------- From 386 To 408 DX= .000 mm. DY= .000 mm. DZ= 302.350 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 386 Z2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 386 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 386 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------- From 408 To 409 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 408 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 408 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 408 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 409 To 411 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 409 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 409 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 409 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 411 To 412 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 411 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 411 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 411 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N.


37

----------------------------------------------------------------------------- From 412 To 413 DX= .000 mm. DY= .000 mm. DZ= 3,054.622 mm. RESTRAINTS Node 412 Z2 K= 1,704 N./cm. Yield K= 1 N./cm. Yield Force= 2,955 N. Node 412 X2 K= 280,675 N./cm. Yield K= 1 N./cm. Yield Force= 486,769 N. Node 412 Y2 K= 280,675 N./cm. Yield K= 1 N./cm. Yield Force= 486,769 N. ----------------------------------------------------------------------------- From 413 To 414 DX= .000 mm. DY= .000 mm. DZ= 3,054.622 mm. RESTRAINTS Node 413 Z2 K= 3,027 N./cm. Yield K= 1 N./cm. Yield Force= 5,250 N. Node 413 X2 K= 498,718 N./cm. Yield K= 1 N./cm. Yield Force= 864,917 N. Node 413 Y2 K= 498,718 N./cm. Yield K= 1 N./cm. Yield Force= 864,917 N. ----------------------------------------------------------------------------- From 414 To 415 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 414 Z2 K= 1,704 N./cm. Yield K= 1 N./cm. Yield Force= 2,955 N. Node 414 X2 K= 280,675 N./cm. Yield K= 1 N./cm. Yield Force= 486,769 N. Node 414 Y2 K= 280,675 N./cm. Yield K= 1 N./cm. Yield Force= 486,769 N. ----------------------------------------------------------------------------- From 415 To 416 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 415 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 415 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 415 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 416 To 417 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 416 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 416 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 416 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 417 To 418 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 417 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 417 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 417 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 418 To 390 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 390 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 390 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N.


38

Node 390 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 390 To 400 DZ= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------- From 400 To 410 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 410 +Y Mu = .30 ----------------------------------------------------------------------------- From 410 To 420 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------- From 420 To 430 DZ= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 430 Guide ----------------------------------------------------------------------------- From 430 To 431 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 430 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 430 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 430 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 431 To 432 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 431 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N.


39

Node 431 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 431 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 432 To 433 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 432 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 432 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 432 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 433 To 434 DX= .000 mm. DY= .000 mm. DZ= 742.382 mm. RESTRAINTS Node 433 Z2 K= 495 N./cm. Yield K= 1 N./cm. Yield Force= 858 N. Node 433 X2 K= 81,480 N./cm. Yield K= 1 N./cm. Yield Force= 141,310 N. Node 433 Y2 K= 81,480 N./cm. Yield K= 1 N./cm. Yield Force= 141,310 N. ----------------------------------------------------------------------------- From 434 To 440 DX= .000 mm. DY= .000 mm. DZ= 742.382 mm. RESTRAINTS Node 434 Z2 K= 736 N./cm. Yield K= 1 N./cm. Yield Force= 1,276 N. Node 434 X2 K= 121,206 N./cm. Yield K= 1 N./cm. Yield Force= 210,206 N. Node 434 Y2 K= 121,206 N./cm. Yield K= 1 N./cm. Yield Force= 210,206 N. SIF's & TEE's Node 440 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 440 To 441 DX= .000 mm. DY= .000 mm. DZ= 480.765 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 440 Z2 K= 606 N./cm. Yield K= 1 N./cm. Yield Force= 1,051 N. Node 440 X2 K= 99,850 N./cm. Yield K= 1 N./cm. Yield Force= 173,167 N. Node 440 Y2 K= 99,850 N./cm. Yield K= 1 N./cm. Yield Force= 173,167 N. ----------------------------------------------------------------------------- From 441 To 442 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 441 Z2 K= 365 N./cm. Yield K= 1 N./cm. Yield Force= 633 N. Node 441 X2 K= 60,124 N./cm. Yield K= 1 N./cm. Yield Force= 104,272 N. Node 441 Y2 K= 60,124 N./cm. Yield K= 1 N./cm. Yield Force= 104,272 N. ----------------------------------------------------------------------------- From 442 To 443 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm.


40

RESTRAINTS Node 442 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 442 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 442 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 443 To 444 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 443 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 443 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 443 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 444 To 445 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 445 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 445 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 445 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 445 To 450 DZ= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------- From 450 To 460 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 460 +Y Mu = .30 ----------------------------------------------------------------------------- From 460 To 470 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------- From 470 To 480 DZ= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm.


41

RESTRAINTS Node 480 Guide ----------------------------------------------------------------------------- From 480 To 481 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 480 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 480 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 480 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 481 To 482 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 481 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 481 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 481 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 482 To 483 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 482 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 482 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 482 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 483 To 484 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 483 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 483 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 483 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 484 To 489 DX= .000 mm. DY= .000 mm. DZ= 2,859.078 mm. RESTRAINTS Node 484 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 484 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 484 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 489 To 491 DX= .000 mm. DY= .000 mm. DZ= 5,334.539 mm. RESTRAINTS Node 489 Z2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 489 X2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N.


42

Node 489 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------- From 491 To 492 DX= .000 mm. DY= .000 mm. DZ= 7,810.000 mm. RESTRAINTS Node 491 Z2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 491 X2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 491 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------- From 492 To 493 DX= .000 mm. DY= .000 mm. DZ= 23,065.008 mm. RESTRAINTS Node 492 Z2 K= 15,298 N./cm. Yield K= 1 N./cm. Yield Force= 26,532 N. Node 492 X2 K= 2,520,431 N./cm. Yield K= 1 N./cm. Yield Force= 4,371,136 N. Node 492 Y2 K= 2,520,431 N./cm. Yield K= 1 N./cm. Yield Force= 4,371,136 N. ----------------------------------------------------------------------------- From 493 To 494 DX= .000 mm. DY= .000 mm. DZ= 7,810.000 mm. RESTRAINTS Node 493 Z2 K= 15,298 N./cm. Yield K= 1 N./cm. Yield Force= 26,532 N. Node 493 X2 K= 2,520,431 N./cm. Yield K= 1 N./cm. Yield Force= 4,371,136 N. Node 493 Y2 K= 2,520,431 N./cm. Yield K= 1 N./cm. Yield Force= 4,371,136 N. ----------------------------------------------------------------------------- From 494 To 495 DX= .000 mm. DY= .000 mm. DZ= 5,334.539 mm. RESTRAINTS Node 494 Z2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 494 X2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 494 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------- From 495 To 496 DX= .000 mm. DY= .000 mm. DZ= 2,859.078 mm. RESTRAINTS Node 495 Z2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 495 X2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 495 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------- From 496 To 497 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 496 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 496 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 496 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 497 To 501 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm.


43

RESTRAINTS Node 497 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 497 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 497 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 501 To 502 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 501 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 501 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 501 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 502 To 503 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 502 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 502 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 502 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 503 To 504 DX= .000 mm. DY= .000 mm. DZ= 46.605 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 503 Z2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 503 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 503 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------- From 504 To 485 DX= .000 mm. DY= -35.670 mm. DZ= 86.115 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 504 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= .0000 -.3827 .9239 Node 504 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 504 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= .0000 .9239 .3827 ----------------------------------------------------------------------------- From 485 To 487 DX= .000 mm. DY= -213.794 mm. DZ= 213.794 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 485 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Dir Vec= .0000 -.7071 .7071


44

Node 485 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 485 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------- From 487 To 488 DX= .000 mm. DY= -180.839 mm. DZ= 180.839 mm. RESTRAINTS Node 487 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= .0000 -.7071 .7071 Node 487 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 487 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------- From 488 To 505 DX= .000 mm. DY= -239.394 mm. DZ= 239.394 mm. RESTRAINTS Node 488 X2 K= 294 N./cm. Yield K= 1 N./cm. Yield Force= 511 N. Dir Vec= .0000 -.7071 .7071 Node 488 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Node 488 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------- From 505 To 506 DX= .000 mm. DY= -180.839 mm. DZ= 180.839 mm. RESTRAINTS Node 505 X2 K= 294 N./cm. Yield K= 1 N./cm. Yield Force= 511 N. Dir Vec= .0000 -.7071 .7071 Node 505 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Node 505 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------- From 506 To 507 DX= .000 mm. DY= -180.839 mm. DZ= 180.839 mm. RESTRAINTS Node 506 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= .0000 -.7071 .7071 Node 506 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 506 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------- From 507 To 508 DX= .000 mm. DY= -32.955 mm. DZ= 32.955 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 507 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Dir Vec= .0000 -.7071 .7071 Node 507 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 507 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------- From 508 To 486 DX= .000 mm. DY= -35.670 mm. DZ= 86.115 mm. BEND at "TO" end


45

Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 508 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= .0000 -.3827 .9239 Node 508 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 508 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= .0000 .9239 .3827 ----------------------------------------------------------------------------- From 486 To 509 DX= .000 mm. DY= .000 mm. DZ= 302.350 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 486 Z2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 486 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 486 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------- From 509 To 511 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 509 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 509 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 509 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 511 To 512 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 511 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 511 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 511 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 512 To 513 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 512 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 512 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 512 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 513 To 514 DX= .000 mm. DY= .000 mm. DZ= 2,859.078 mm. RESTRAINTS Node 513 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 513 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 513 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N.


46

----------------------------------------------------------------------------- From 514 To 515 DX= .000 mm. DY= .000 mm. DZ= 4,254.510 mm. RESTRAINTS Node 514 Z2 K= 3,525 N./cm. Yield K= 1 N./cm. Yield Force= 6,113 N. Node 514 X2 K= 580,706 N./cm. Yield K= 1 N./cm. Yield Force= 1,007,108 N. Node 514 Y2 K= 580,706 N./cm. Yield K= 1 N./cm. Yield Force= 1,007,108 N. ----------------------------------------------------------------------------- From 515 To 516 DX= .000 mm. DY= .000 mm. DZ= 2,127.255 mm. RESTRAINTS Node 515 Z2 K= 4,216 N./cm. Yield K= 1 N./cm. Yield Force= 7,312 N. Node 515 X2 K= 694,620 N./cm. Yield K= 1 N./cm. Yield Force= 1,204,666 N. Node 515 Y2 K= 694,620 N./cm. Yield K= 1 N./cm. Yield Force= 1,204,666 N. ----------------------------------------------------------------------------- From 516 To 490 DX= .000 mm. DY= .000 mm. DZ= 2,127.255 mm. RESTRAINTS Node 490 Z2 K= 2,108 N./cm. Yield K= 1 N./cm. Yield Force= 3,656 N. Node 490 X2 K= 347,310 N./cm. Yield K= 1 N./cm. Yield Force= 602,333 N. Node 490 Y2 K= 347,310 N./cm. Yield K= 1 N./cm. Yield Force= 602,333 N. SIF's & TEE's Node 490 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 490 To 498 DX= -5,481.884 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 490 X2 K= 2,716 N./cm. Yield K= 1 N./cm. Yield Force= 4,711 N. Node 490 Z2 K= 447,505 N./cm. Yield K= 1 N./cm. Yield Force= 776,099 N. Node 490 Y2 K= 447,505 N./cm. Yield K= 1 N./cm. Yield Force= 776,099 N. ----------------------------------------------------------------------------- From 498 To 499 DX= -5,481.884 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 498 X2 K= 5,432 N./cm. Yield K= 1 N./cm. Yield Force= 9,421 N. Node 498 Z2 K= 895,009 N./cm. Yield K= 1 N./cm. Yield Force= 1,552,198 N. Node 498 Y2 K= 895,009 N./cm. Yield K= 1 N./cm. Yield Force= 1,552,198 N. ----------------------------------------------------------------------------- From 499 To 517 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 499 X2 K= 4,133 N./cm. Yield K= 1 N./cm. Yield Force= 7,168 N. Node 499 Z2 K= 680,901 N./cm. Yield K= 1 N./cm. Yield Force= 1,180,874 N.


47

Node 499 Y2 K= 680,901 N./cm. Yield K= 1 N./cm. Yield Force= 1,180,874 N. ----------------------------------------------------------------------------- From 517 To 518 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 517 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 517 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 517 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 518 To 519 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 518 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 518 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 518 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 519 To 521 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 519 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 519 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 519 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 521 To 522 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 521 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 521 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 521 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 522 To 523 DX= -97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 522 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 522 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 522 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 523 To 500 DX= -137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 523 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 .7071 Node 523 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 -.7071 Node 523 Y2 K= 30,044 N./cm. Yield K= 1 N./cm.


48

Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 500 To 524 DX= .000 mm. DY= .000 mm. DZ= 352.795 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 500 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 500 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 500 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 524 To 525 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 524 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 524 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 524 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 525 To 526 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 525 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 525 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 525 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 526 To 527 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 526 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 526 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 526 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 527 To 528 DX= .000 mm. DY= .000 mm. DZ= 2,859.078 mm. RESTRAINTS Node 527 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 527 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 527 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 528 To 529 DX= .000 mm. DY= .000 mm. DZ= 6,007.384 mm. RESTRAINTS Node 528 Z2 K= 4,393 N./cm. Yield K= 1 N./cm. Yield Force= 7,619 N. Node 528 X2 K= 723,799 N./cm. Yield K= 1 N./cm. Yield Force= 1,255,271 N. Node 528 Y2 K= 723,799 N./cm. Yield K= 1 N./cm.


49

Yield Force= 1,255,271 N. ----------------------------------------------------------------------------- From 529 To 510 DX= .000 mm. DY= .000 mm. DZ= 6,007.384 mm. RESTRAINTS Node 529 Z2 K= 5,953 N./cm. Yield K= 1 N./cm. Yield Force= 10,325 N. Node 529 X2 K= 980,806 N./cm. Yield K= 1 N./cm. Yield Force= 1,700,993 N. Node 529 Y2 K= 980,806 N./cm. Yield K= 1 N./cm. Yield Force= 1,700,993 N. ----------------------------------------------------------------------------- From 510 To 531 DX= .000 mm. DY= .000 mm. DZ= 3,918.534 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 510 Z2 K= 4,918 N./cm. Yield K= 1 N./cm. Yield Force= 8,530 N. Node 510 X2 K= 810,286 N./cm. Yield K= 1 N./cm. Yield Force= 1,405,264 N. Node 510 Y2 K= 810,286 N./cm. Yield K= 1 N./cm. Yield Force= 1,405,264 N. ----------------------------------------------------------------------------- From 531 To 532 DX= .000 mm. DY= .000 mm. DZ= 3,918.534 mm. RESTRAINTS Node 531 Z2 K= 3,883 N./cm. Yield K= 1 N./cm. Yield Force= 6,735 N. Node 531 X2 K= 639,766 N./cm. Yield K= 1 N./cm. Yield Force= 1,109,535 N. Node 531 Y2 K= 639,766 N./cm. Yield K= 1 N./cm. Yield Force= 1,109,535 N. ----------------------------------------------------------------------------- From 532 To 533 DX= .000 mm. DY= .000 mm. DZ= 2,859.078 mm. RESTRAINTS Node 532 Z2 K= 3,358 N./cm. Yield K= 1 N./cm. Yield Force= 5,824 N. Node 532 X2 K= 553,279 N./cm. Yield K= 1 N./cm. Yield Force= 959,542 N. Node 532 Y2 K= 553,279 N./cm. Yield K= 1 N./cm. Yield Force= 959,542 N. ----------------------------------------------------------------------------- From 533 To 534 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 533 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 533 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 533 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 534 To 535 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 534 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 534 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 534 Y2 K= 52,193 N./cm. Yield K= 1 N./cm.


50

Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 535 To 536 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 535 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 535 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 535 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 536 To 537 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 536 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 536 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 536 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 537 To 520 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 520 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 520 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 520 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 520 To 530 DZ= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------- From 530 To 540 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 540 +Y Mu = .30 ----------------------------------------------------------------------------- From 540 To 550 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------- From 550 To 560 DZ= 567.000 mm. Mill%(-)= .00 GENERAL


51

PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 560 Guide ----------------------------------------------------------------------------- From 560 To 561 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 560 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 560 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 560 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 561 To 562 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 561 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 561 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 561 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 562 To 563 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 562 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 562 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 562 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 563 To 564 DX= .000 mm. DY= .000 mm. DZ= 546.882 mm. RESTRAINTS Node 563 Z2 K= 398 N./cm. Yield K= 1 N./cm. Yield Force= 690 N. Node 563 X2 K= 65,521 N./cm. Yield K= 1 N./cm. Yield Force= 113,632 N. Node 563 Y2 K= 65,521 N./cm. Yield K= 1 N./cm. Yield Force= 113,632 N. ----------------------------------------------------------------------------- From 564 To 569 DX= .000 mm. DY= .000 mm. DZ= 273.441 mm. RESTRAINTS Node 564 Z2 K= 542 N./cm. Yield K= 1 N./cm. Yield Force= 940 N. Node 564 X2 K= 89,288 N./cm. Yield K= 1 N./cm. Yield Force= 154,850 N. Node 564 Y2 K= 89,288 N./cm. Yield K= 1 N./cm. Yield Force= 154,850 N. ----------------------------------------------------------------------------- From 569 To 570 DX= .000 mm. DY= .000 mm. DZ= 273.441 mm. RESTRAINTS


52

Node 570 Z2 K= 271 N./cm. Yield K= 1 N./cm. Yield Force= 470 N. Node 570 X2 K= 44,644 N./cm. Yield K= 1 N./cm. Yield Force= 77,425 N. Node 570 Y2 K= 44,644 N./cm. Yield K= 1 N./cm. Yield Force= 77,425 N. SIF's & TEE's Node 570 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 570 To 571 DX= -15,620.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 570 X2 K= 7,740 N./cm. Yield K= 1 N./cm. Yield Force= 13,423 N. Node 570 Z2 K= 1,275,113 N./cm. Yield K= 1 N./cm. Yield Force= 2,211,405 N. Node 570 Y2 K= 1,275,113 N./cm. Yield K= 1 N./cm. Yield Force= 2,211,405 N. ----------------------------------------------------------------------------- From 571 To 572 DX= -15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 571 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 571 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 571 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------- From 572 To 573 DX= -15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 572 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 572 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 572 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------- From 573 To 574 DX= -10,939.500 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 573 X2 K= 13,160 N./cm. Yield K= 1 N./cm. Yield Force= 22,823 N. Node 573 Z2 K= 2,168,141 N./cm. Yield K= 1 N./cm. Yield Force= 3,760,167 N. Node 573 Y2 K= 2,168,141 N./cm. Yield K= 1 N./cm. Yield Force= 3,760,167 N. ----------------------------------------------------------------------------- From 574 To 580 DX= -10,939.500 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 574 X2 K= 10,841 N./cm. Yield K= 1 N./cm. Yield Force= 18,801 N. Node 574 Z2 K= 1,786,056 N./cm. Yield K= 1 N./cm.


53

Yield Force= 3,097,524 N. Node 574 Y2 K= 1,786,056 N./cm. Yield K= 1 N./cm. Yield Force= 3,097,524 N. SIF's & TEE's Node 580 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 580 To 590 DX= -7,785.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 580 X2 K= 9,278 N./cm. Yield K= 1 N./cm. Yield Force= 16,090 N. Node 580 Z2 K= 1,528,544 N./cm. Yield K= 1 N./cm. Yield Force= 2,650,925 N. Node 580 Y2 K= 1,528,544 N./cm. Yield K= 1 N./cm. Yield Force= 2,650,925 N. SIF's & TEE's Node 590 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 590 To 591 DX= -4,700.534 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 590 X2 K= 6,187 N./cm. Yield K= 1 N./cm. Yield Force= 10,729 N. Node 590 Z2 K= 1,019,236 N./cm. Yield K= 1 N./cm. Yield Force= 1,767,642 N. Node 590 Y2 K= 1,019,236 N./cm. Yield K= 1 N./cm. Yield Force= 1,767,642 N. ----------------------------------------------------------------------------- From 591 To 592 DX= -4,700.534 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 591 X2 K= 4,658 N./cm. Yield K= 1 N./cm. Yield Force= 8,079 N. Node 591 Z2 K= 767,441 N./cm. Yield K= 1 N./cm. Yield Force= 1,330,958 N. Node 591 Y2 K= 767,441 N./cm. Yield K= 1 N./cm. Yield Force= 1,330,958 N. ----------------------------------------------------------------------------- From 592 To 593 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 592 X2 K= 3,746 N./cm. Yield K= 1 N./cm. Yield Force= 6,496 N. Node 592 Z2 K= 617,117 N./cm. Yield K= 1 N./cm. Yield Force= 1,070,254 N. Node 592 Y2 K= 617,117 N./cm. Yield K= 1 N./cm. Yield Force= 1,070,254 N. ----------------------------------------------------------------------------- From 593 To 594 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS


54

Node 593 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 593 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 593 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 594 To 595 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 594 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 594 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 594 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 595 To 596 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 595 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 595 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 595 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 596 To 599 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 596 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 596 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 596 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 599 To 600 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 600 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 600 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 600 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 600 To 610 DX= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------- From 610 To 620 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 620 +Y Mu = .30


55

----------------------------------------------------------------------------- From 620 To 630 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------- From 630 To 640 DX= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 640 Guide ----------------------------------------------------------------------------- From 640 To 641 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 640 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 640 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 640 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 641 To 642 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 641 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 641 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 641 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 642 To 643 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 642 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 642 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 642 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 643 To 644 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 643 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 643 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 643 Y2 K= 52,193 N./cm. Yield K= 1 N./cm.


56

Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 644 To 645 DX= -2,461.074 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 644 X2 K= 1,410 N./cm. Yield K= 1 N./cm. Yield Force= 2,445 N. Node 644 Z2 K= 232,222 N./cm. Yield K= 1 N./cm. Yield Force= 402,738 N. Node 644 Y2 K= 232,222 N./cm. Yield K= 1 N./cm. Yield Force= 402,738 N. ----------------------------------------------------------------------------- From 645 To 299 DX= -1,230.537 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 645 X2 K= 2,439 N./cm. Yield K= 1 N./cm. Yield Force= 4,230 N. Node 645 Z2 K= 401,811 N./cm. Yield K= 1 N./cm. Yield Force= 696,854 N. Node 645 Y2 K= 401,811 N./cm. Yield K= 1 N./cm. Yield Force= 696,854 N. ----------------------------------------------------------------------------- From 299 To 280 DX= -1,230.537 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 280 X2 K= 1,219 N./cm. Yield K= 1 N./cm. Yield Force= 2,115 N. Node 280 Z2 K= 200,906 N./cm. Yield K= 1 N./cm. Yield Force= 348,427 N. Node 280 Y2 K= 200,906 N./cm. Yield K= 1 N./cm. Yield Force= 348,427 N. ----------------------------------------------------------------------------- From 570 To 575 DX= .000 mm. DY= .000 mm. DZ= 525.882 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 570 Z2 K= 261 N./cm. Yield K= 1 N./cm. Yield Force= 452 N. Node 570 X2 K= 42,930 N./cm. Yield K= 1 N./cm. Yield Force= 74,452 N. Node 570 Y2 K= 42,930 N./cm. Yield K= 1 N./cm. Yield Force= 74,452 N. ----------------------------------------------------------------------------- From 575 To 576 DX= .000 mm. DY= .000 mm. DZ= 525.882 mm. RESTRAINTS Node 575 Z2 K= 521 N./cm. Yield K= 1 N./cm. Yield Force= 904 N. Node 575 X2 K= 85,859 N./cm. Yield K= 1 N./cm. Yield Force= 148,904 N. Node 575 Y2 K= 85,859 N./cm. Yield K= 1 N./cm. Yield Force= 148,904 N. ----------------------------------------------------------------------------- From 576 To 577 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 576 Z2 K= 387 N./cm. Yield K= 1 N./cm. Yield Force= 672 N. Node 576 X2 K= 63,807 N./cm. Yield K= 1 N./cm. Yield Force= 110,659 N. Node 576 Y2 K= 63,807 N./cm. Yield K= 1 N./cm.


57

Yield Force= 110,659 N. ----------------------------------------------------------------------------- From 577 To 578 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 577 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 577 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 577 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 578 To 799 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 578 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 578 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 578 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 799 To 800 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 800 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 800 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 800 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 800 To 810 DZ= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------- From 810 To 820 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 820 +Y Mu = .30 ----------------------------------------------------------------------------- From 820 To 825 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------- From 825 To 830 DZ= 567.000 mm. Mill%(-)= .00 GENERAL


58

PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 830 Guide ----------------------------------------------------------------------------- From 830 To 831 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 830 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 830 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 830 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 831 To 832 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 831 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 831 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 831 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 832 To 833 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 832 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 832 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 832 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 833 To 838 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 833 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 833 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 833 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 838 To 839 DX= .000 mm. DY= .000 mm. DZ= 1,791.244 mm. RESTRAINTS Node 838 Z2 K= 1,078 N./cm. Yield K= 1 N./cm. Yield Force= 1,869 N. Node 838 X2 K= 177,541 N./cm. Yield K= 1 N./cm. Yield Force= 307,907 N. Node 838 Y2 K= 177,541 N./cm. Yield K= 1 N./cm. Yield Force= 307,907 N. ----------------------------------------------------------------------------- From 839 To 841 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS


59

Node 839 Z2 K= 1,078 N./cm. Yield K= 1 N./cm. Yield Force= 1,869 N. Node 839 X2 K= 177,541 N./cm. Yield K= 1 N./cm. Yield Force= 307,907 N. Node 839 Y2 K= 177,541 N./cm. Yield K= 1 N./cm. Yield Force= 307,907 N. ----------------------------------------------------------------------------- From 841 To 842 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 841 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 841 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 841 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 842 To 843 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 842 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 842 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 842 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 843 To 844 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 843 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 843 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 843 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 844 To 845 DX= .000 mm. DY= .000 mm. DZ= 46.605 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 844 Z2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 844 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 844 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------- From 845 To 835 DX= .000 mm. DY= -35.670 mm. DZ= 86.115 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 845 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= .0000 -.3827 .9239 Node 845 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 845 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= .0000 .9239 .3827 ----------------------------------------------------------------------------- From 835 To 837 DX= .000 mm. DY= -213.794 mm. DZ= 213.794 mm. Mill%(-)= .00 GENERAL


60

PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 835 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Dir Vec= .0000 -.7071 .7071 Node 835 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 835 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------- From 837 To 846 DX= .000 mm. DY= -180.839 mm. DZ= 180.839 mm. RESTRAINTS Node 837 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= .0000 -.7071 .7071 Node 837 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 837 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------- From 846 To 847 DX= .000 mm. DY= -209.394 mm. DZ= 209.394 mm. RESTRAINTS Node 846 X2 K= 273 N./cm. Yield K= 1 N./cm. Yield Force= 474 N. Dir Vec= .0000 -.7071 .7071 Node 846 X2 K= 45,051 N./cm. Yield K= 1 N./cm. Yield Force= 78,132 N. Node 846 X2 K= 45,051 N./cm. Yield K= 1 N./cm. Yield Force= 78,132 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------- From 847 To 848 DX= .000 mm. DY= -180.839 mm. DZ= 180.839 mm. RESTRAINTS Node 847 X2 K= 273 N./cm. Yield K= 1 N./cm. Yield Force= 474 N. Dir Vec= .0000 -.7071 .7071 Node 847 X2 K= 45,051 N./cm. Yield K= 1 N./cm. Yield Force= 78,132 N. Node 847 X2 K= 45,051 N./cm. Yield K= 1 N./cm. Yield Force= 78,132 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------- From 848 To 849 DX= .000 mm. DY= -180.839 mm. DZ= 180.839 mm. RESTRAINTS Node 848 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= .0000 -.7071 .7071 Node 848 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 848 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------- From 849 To 850 DX= .000 mm. DY= -32.955 mm. DZ= 32.955 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 849 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Dir Vec= .0000 -.7071 .7071


61

Node 849 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 849 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------- From 850 To 836 DX= .000 mm. DY= -35.670 mm. DZ= 86.115 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 850 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= .0000 -.3827 .9239 Node 850 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 850 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= .0000 .9239 .3827 ----------------------------------------------------------------------------- From 836 To 851 DX= .000 mm. DY= .000 mm. DZ= 302.350 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 836 Z2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 836 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 836 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------- From 851 To 852 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 851 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 851 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 851 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 852 To 853 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 852 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 852 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 852 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 853 To 854 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 853 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 853 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 853 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. -----------------------------------------------------------------------------


62

From 854 To 855 DX= .000 mm. DY= .000 mm. DZ= 3,037.049 mm. RESTRAINTS Node 854 Z2 K= 1,695 N./cm. Yield K= 1 N./cm. Yield Force= 2,939 N. Node 854 X2 K= 279,240 N./cm. Yield K= 1 N./cm. Yield Force= 484,282 N. Node 854 Y2 K= 279,240 N./cm. Yield K= 1 N./cm. Yield Force= 484,282 N. ----------------------------------------------------------------------------- From 855 To 840 DX= .000 mm. DY= .000 mm. DZ= 3,037.049 mm. RESTRAINTS Node 855 Z2 K= 3,010 N./cm. Yield K= 1 N./cm. Yield Force= 5,220 N. Node 855 X2 K= 495,849 N./cm. Yield K= 1 N./cm. Yield Force= 859,942 N. Node 855 Y2 K= 495,849 N./cm. Yield K= 1 N./cm. Yield Force= 859,942 N. SIF's & TEE's Node 840 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 840 To 856 DX= .000 mm. DY= .000 mm. DZ= 15,620.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 840 Z2 K= 9,244 N./cm. Yield K= 1 N./cm. Yield Force= 16,033 N. Node 840 X2 K= 1,523,038 N./cm. Yield K= 1 N./cm. Yield Force= 2,641,376 N. Node 840 Y2 K= 1,523,038 N./cm. Yield K= 1 N./cm. Yield Force= 2,641,376 N. ----------------------------------------------------------------------------- From 856 To 857 DX= .000 mm. DY= .000 mm. DZ= 15,620.000 mm. RESTRAINTS Node 856 Z2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 856 X2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 856 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------- From 857 To 139 DX= .000 mm. DY= .000 mm. DZ= 10,486.500 mm. RESTRAINTS Node 857 Z2 K= 18,132 N./cm. Yield K= 1 N./cm. Yield Force= 31,445 N. Node 857 X2 K= 2,987,210 N./cm. Yield K= 1 N./cm. Yield Force= 5,180,662 N. Node 857 Y2 K= 2,987,210 N./cm. Yield K= 1 N./cm. Yield Force= 5,180,662 N. ----------------------------------------------------------------------------- From 139 To 140 DX= .000 mm. DY= .000 mm. DZ= 10,486.500 mm. RESTRAINTS Node 140 Z2 K= 10,392 N./cm. Yield K= 1 N./cm. Yield Force= 18,023 N.


63

Node 140 X2 K= 1,712,096 N./cm. Yield K= 1 N./cm. Yield Force= 2,969,257 N. Node 140 Y2 K= 1,712,096 N./cm. Yield K= 1 N./cm. Yield Force= 2,969,257 N. ----------------------------------------------------------------------------- From 840 To 900 DX= 11,069.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 840 X2 K= 5,485 N./cm. Yield K= 1 N./cm. Yield Force= 9,512 N. Node 840 Z2 K= 903,600 N./cm. Yield K= 1 N./cm. Yield Force= 1,567,096 N. Node 840 Y2 K= 903,600 N./cm. Yield K= 1 N./cm. Yield Force= 1,567,096 N. SIF's & TEE's Node 900 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 900 To 901 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 900 X2 K= 13,224 N./cm. Yield K= 1 N./cm. Yield Force= 22,935 N. Node 900 Z2 K= 2,178,713 N./cm. Yield K= 1 N./cm. Yield Force= 3,778,501 N. Node 900 Y2 K= 2,178,713 N./cm. Yield K= 1 N./cm. Yield Force= 3,778,501 N. ----------------------------------------------------------------------------- From 901 To 902 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 901 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 901 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 901 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------- From 902 To 903 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 902 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 902 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 902 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. -----------------------------------------------------------------------------


64

From 903 To 904 DX= 13,300.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 903 X2 K= 14,330 N./cm. Yield K= 1 N./cm. Yield Force= 24,852 N. Node 903 Z2 K= 2,360,837 N./cm. Yield K= 1 N./cm. Yield Force= 4,094,355 N. Node 903 Y2 K= 2,360,837 N./cm. Yield K= 1 N./cm. Yield Force= 4,094,355 N. ----------------------------------------------------------------------------- From 904 To 910 DX= 13,300.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 904 X2 K= 13,180 N./cm. Yield K= 1 N./cm. Yield Force= 22,858 N. Node 904 Z2 K= 2,171,447 N./cm. Yield K= 1 N./cm. Yield Force= 3,765,901 N. Node 904 Y2 K= 2,171,447 N./cm. Yield K= 1 N./cm. Yield Force= 3,765,901 N. SIF's & TEE's Node 910 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 910 To 911 DX= 1,013.232 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 910 X2 K= 7,092 N./cm. Yield K= 1 N./cm. Yield Force= 12,300 N. Node 910 Z2 K= 1,168,437 N./cm. Yield K= 1 N./cm. Yield Force= 2,026,399 N. Node 910 Y2 K= 1,168,437 N./cm. Yield K= 1 N./cm. Yield Force= 2,026,399 N. ----------------------------------------------------------------------------- From 911 To 912 DX= 1,013.232 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 911 X2 K= 1,004 N./cm. Yield K= 1 N./cm. Yield Force= 1,741 N. Node 911 Z2 K= 165,427 N./cm. Yield K= 1 N./cm. Yield Force= 286,897 N. Node 911 Y2 K= 165,427 N./cm. Yield K= 1 N./cm. Yield Force= 286,897 N. ----------------------------------------------------------------------------- From 912 To 913 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 912 X2 K= 629 N./cm. Yield K= 1 N./cm. Yield Force= 1,090 N. Node 912 Z2 K= 103,591 N./cm. Yield K= 1 N./cm. Yield Force= 179,656 N. Node 912 Y2 K= 103,591 N./cm. Yield K= 1 N./cm. Yield Force= 179,656 N. ----------------------------------------------------------------------------- From 913 To 914 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 913 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 913 Z2 K= 41,755 N./cm. Yield K= 1 N./cm.


65

Yield Force= 72,414 N. Node 913 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 914 To 915 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 914 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 914 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 914 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 915 To 916 DX= 97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 915 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 915 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 915 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 916 To 920 DX= 137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 916 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= .7071 .0000 .7071 Node 916 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 .7071 Node 916 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 920 To 921 DX= .000 mm. DY= .000 mm. DZ= 352.795 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 920 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 920 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 920 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 921 To 922 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 921 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 921 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 921 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N.


66

----------------------------------------------------------------------------- From 922 To 923 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 922 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 922 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 922 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 923 To 924 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 923 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 923 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 923 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 924 To 925 DX= .000 mm. DY= .000 mm. DZ= 2,859.078 mm. RESTRAINTS Node 924 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 924 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 924 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 925 To 926 DX= .000 mm. DY= .000 mm. DZ= 4,858.384 mm. RESTRAINTS Node 925 Z2 K= 3,824 N./cm. Yield K= 1 N./cm. Yield Force= 6,632 N. Node 925 X2 K= 630,002 N./cm. Yield K= 1 N./cm. Yield Force= 1,092,601 N. Node 925 Y2 K= 630,002 N./cm. Yield K= 1 N./cm. Yield Force= 1,092,601 N. ----------------------------------------------------------------------------- From 926 To 930 DX= .000 mm. DY= .000 mm. DZ= 4,858.384 mm. RESTRAINTS Node 926 Z2 K= 4,815 N./cm. Yield K= 1 N./cm. Yield Force= 8,350 N. Node 926 X2 K= 793,212 N./cm. Yield K= 1 N./cm. Yield Force= 1,375,654 N. Node 926 Y2 K= 793,212 N./cm. Yield K= 1 N./cm. Yield Force= 1,375,654 N. SIF's & TEE's Node 930 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 930 To 931 DX= .000 mm. DY= .000 mm. DZ= 20,863.230 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 930 Z2 K= 12,745 N./cm. Yield K= 1 N./cm. Yield Force= 22,103 N. Node 930 X2 K= 2,099,742 N./cm. Yield K= 1 N./cm.


67

Yield Force= 3,641,543 N. Node 930 Y2 K= 2,099,742 N./cm. Yield K= 1 N./cm. Yield Force= 3,641,543 N. ----------------------------------------------------------------------------- From 931 To 932 DX= .000 mm. DY= .000 mm. DZ= 7,810.000 mm. RESTRAINTS Node 931 Z2 K= 14,207 N./cm. Yield K= 1 N./cm. Yield Force= 24,640 N. Node 931 X2 K= 2,340,692 N./cm. Yield K= 1 N./cm. Yield Force= 4,059,419 N. Node 931 Y2 K= 2,340,692 N./cm. Yield K= 1 N./cm. Yield Force= 4,059,419 N. ----------------------------------------------------------------------------- From 932 To 933 DX= .000 mm. DY= .000 mm. DZ= 5,334.539 mm. RESTRAINTS Node 932 Z2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 932 X2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 932 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------- From 933 To 934 DX= .000 mm. DY= .000 mm. DZ= 2,859.078 mm. RESTRAINTS Node 933 Z2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 933 X2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 933 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------- From 934 To 935 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 934 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 934 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 934 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 935 To 936 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 935 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 935 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 935 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 936 To 937 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 936 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 936 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 936 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 937 To 938 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm.


68

RESTRAINTS Node 937 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 937 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 937 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 938 To 939 DX= .000 mm. DY= .000 mm. DZ= 97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 938 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 938 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 938 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 939 To 940 DX= -137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 939 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 .7071 Node 939 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 -.7071 Node 939 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 940 To 941 DX= -352.795 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 940 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 940 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 940 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 941 To 942 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 941 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 941 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 941 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 942 To 943 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 942 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 942 Z2 K= 41,755 N./cm. Yield K= 1 N./cm.


69

Yield Force= 72,414 N. Node 942 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 943 To 944 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 943 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 943 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 943 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 944 To 945 DX= -2,704.423 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 944 X2 K= 1,530 N./cm. Yield K= 1 N./cm. Yield Force= 2,654 N. Node 944 Z2 K= 252,087 N./cm. Yield K= 1 N./cm. Yield Force= 437,190 N. Node 944 Y2 K= 252,087 N./cm. Yield K= 1 N./cm. Yield Force= 437,190 N. ----------------------------------------------------------------------------- From 945 To 950 DX= -2,704.423 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 945 X2 K= 2,680 N./cm. Yield K= 1 N./cm. Yield Force= 4,648 N. Node 945 Z2 K= 441,542 N./cm. Yield K= 1 N./cm. Yield Force= 765,759 N. Node 945 Y2 K= 441,542 N./cm. Yield K= 1 N./cm. Yield Force= 765,759 N. SIF's & TEE's Node 950 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 950 To 951 DX= -15,620.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 950 X2 K= 9,080 N./cm. Yield K= 1 N./cm. Yield Force= 15,747 N. Node 950 Z2 K= 1,495,884 N./cm. Yield K= 1 N./cm. Yield Force= 2,594,284 N. Node 950 Y2 K= 1,495,884 N./cm. Yield K= 1 N./cm. Yield Force= 2,594,284 N. ----------------------------------------------------------------------------- From 951 To 960 DX= -19,021.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 951 X2 K= 17,164 N./cm. Yield K= 1 N./cm. Yield Force= 29,768 N. Node 951 Z2 K= 2,827,861 N./cm. Yield K= 1 N./cm. Yield Force= 4,904,307 N. Node 951 Y2 K= 2,827,861 N./cm. Yield K= 1 N./cm. Yield Force= 4,904,307 N. SIF's & TEE's Node 960 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300


70

----------------------------------------------------------------------------- From 960 To 961 DX= -21,212.531 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 960 X2 K= 19,936 N./cm. Yield K= 1 N./cm. Yield Force= 34,574 N. Node 960 Z2 K= 3,284,398 N./cm. Yield K= 1 N./cm. Yield Force= 5,696,071 N. Node 960 Y2 K= 3,284,398 N./cm. Yield K= 1 N./cm. Yield Force= 5,696,071 N. ----------------------------------------------------------------------------- From 961 To 962 DX= -7,810.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 961 X2 K= 14,381 N./cm. Yield K= 1 N./cm. Yield Force= 24,940 N. Node 961 Z2 K= 2,369,207 N./cm. Yield K= 1 N./cm. Yield Force= 4,108,871 N. Node 961 Y2 K= 2,369,207 N./cm. Yield K= 1 N./cm. Yield Force= 4,108,871 N. ----------------------------------------------------------------------------- From 962 To 963 DX= -5,334.539 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 962 X2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 962 Z2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 962 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------- From 963 To 964 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 963 X2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 963 Z2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 963 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------- From 964 To 965 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 964 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 964 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 964 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 965 To 966 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 965 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 965 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N.


71

Node 965 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 966 To 967 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 966 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 966 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 966 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 967 To 969 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 967 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 967 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 967 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 969 To 970 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 970 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 970 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 970 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 970 To 980 DX= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------- From 980 To 990 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 990 +Y Mu = .30 ----------------------------------------------------------------------------- From 990 To 1000 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------- From 1000 To 1010 DX= -567.000 mm. Mill%(-)= .00


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GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 1010 Guide ----------------------------------------------------------------------------- From 1010 To 1011 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1010 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1010 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1010 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 1011 To 1012 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1011 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1011 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1011 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1012 To 1013 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1012 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1012 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1012 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1013 To 1014 DX= -313.382 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1013 X2 K= 282 N./cm. Yield K= 1 N./cm. Yield Force= 489 N. Node 1013 Z2 K= 46,460 N./cm. Yield K= 1 N./cm. Yield Force= 80,574 N. Node 1013 Y2 K= 46,460 N./cm. Yield K= 1 N./cm. Yield Force= 80,574 N. ----------------------------------------------------------------------------- From 1014 To 82 DX= -156.691 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1014 X2 K= 311 N./cm. Yield K= 1 N./cm. Yield Force= 539 N. Node 1014 Z2 K= 51,165 N./cm. Yield K= 1 N./cm. Yield Force= 88,734 N. Node 1014 Y2 K= 51,165 N./cm. Yield K= 1 N./cm. Yield Force= 88,734 N. ----------------------------------------------------------------------------- From 82 To 80 DX= -156.691 mm. DY= .000 mm. DZ= .000 mm.


73

RESTRAINTS Node 80 X2 K= 155 N./cm. Yield K= 1 N./cm. Yield Force= 269 N. Node 80 Z2 K= 25,582 N./cm. Yield K= 1 N./cm. Yield Force= 44,367 N. Node 80 Y2 K= 25,582 N./cm. Yield K= 1 N./cm. Yield Force= 44,367 N. ----------------------------------------------------------------------------- From 440 To 446 DX= 7,467.068 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 440 X2 K= 3,700 N./cm. Yield K= 1 N./cm. Yield Force= 6,417 N. Node 440 Z2 K= 609,562 N./cm. Yield K= 1 N./cm. Yield Force= 1,057,152 N. Node 440 Y2 K= 609,562 N./cm. Yield K= 1 N./cm. Yield Force= 1,057,152 N. ----------------------------------------------------------------------------- From 446 To 447 DX= 2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 446 X2 K= 5,117 N./cm. Yield K= 1 N./cm. Yield Force= 8,874 N. Node 446 Z2 K= 842,958 N./cm. Yield K= 1 N./cm. Yield Force= 1,461,926 N. Node 446 Y2 K= 842,958 N./cm. Yield K= 1 N./cm. Yield Force= 1,461,926 N. ----------------------------------------------------------------------------- From 447 To 448 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 447 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 447 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 447 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 448 To 449 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 448 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 448 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 448 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 449 To 451 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 449 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 449 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 449 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 451 To 1199 DX= 127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 451 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N.


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Node 451 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 451 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1199 To 1200 DX= 127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1200 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1200 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1200 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 1200 To 1210 DX= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------- From 1210 To 1220 DX= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 1220 +Y Mu = .30 ----------------------------------------------------------------------------- From 1220 To 1230 DX= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------- From 1230 To 1240 DX= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 1240 Guide ----------------------------------------------------------------------------- From 1240 To 1241 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm.


75

RESTRAINTS Node 1240 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1240 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1240 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 1241 To 1242 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1241 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1241 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1241 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1242 To 1243 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1242 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1242 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1242 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1243 To 1244 DX= 822.882 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1243 X2 K= 534 N./cm. Yield K= 1 N./cm. Yield Force= 927 N. Node 1243 Z2 K= 88,052 N./cm. Yield K= 1 N./cm. Yield Force= 152,707 N. Node 1243 Y2 K= 88,052 N./cm. Yield K= 1 N./cm. Yield Force= 152,707 N. ----------------------------------------------------------------------------- From 1244 To 1250 DX= 822.882 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1244 X2 K= 815 N./cm. Yield K= 1 N./cm. Yield Force= 1,414 N. Node 1244 Z2 K= 134,349 N./cm. Yield K= 1 N./cm. Yield Force= 233,000 N. Node 1244 Y2 K= 134,349 N./cm. Yield K= 1 N./cm. Yield Force= 233,000 N. SIF's & TEE's Node 1250 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 1250 To 1260 DX= 5,192.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1250 X2 K= 2,980 N./cm. Yield K= 1 N./cm. Yield Force= 5,169 N. Node 1250 Z2 K= 491,015 N./cm. Yield K= 1 N./cm. Yield Force= 851,558 N. Node 1250 Y2 K= 491,015 N./cm. Yield K= 1 N./cm. Yield Force= 851,558 N.


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SIF's & TEE's Node 1260 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 1260 To 1261 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1260 X2 K= 10,312 N./cm. Yield K= 1 N./cm. Yield Force= 17,884 N. Node 1260 Z2 K= 1,698,953 N./cm. Yield K= 1 N./cm. Yield Force= 2,946,463 N. Node 1260 Y2 K= 1,698,953 N./cm. Yield K= 1 N./cm. Yield Force= 2,946,463 N. ----------------------------------------------------------------------------- From 1261 To 1262 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1261 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 1261 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 1261 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------- From 1262 To 1263 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1262 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 1262 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 1262 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------- From 1263 To 1264 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1263 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 1263 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 1263 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------- From 1264 To 1270 DX= 16,929.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1264 X2 K= 16,128 N./cm. Yield K= 1 N./cm. Yield Force= 27,970 N. Node 1264 Z2 K= 2,657,084 N./cm. Yield K= 1 N./cm. Yield Force= 4,608,132 N. Node 1264 Y2 K= 2,657,084 N./cm. Yield K= 1 N./cm. Yield Force= 4,608,132 N. SIF's & TEE's


77

Node 1270 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 1270 To 1280 DX= 7,432.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1270 X2 K= 12,071 N./cm. Yield K= 1 N./cm. Yield Force= 20,934 N. Node 1270 Z2 K= 1,988,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,448,914 N. Node 1270 Y2 K= 1,988,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,448,914 N. ----------------------------------------------------------------------------- From 1280 To 1281 DX= 3,623.847 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1280 X2 K= 5,478 N./cm. Yield K= 1 N./cm. Yield Force= 9,501 N. Node 1280 Z2 K= 902,526 N./cm. Yield K= 1 N./cm. Yield Force= 1,565,234 N. Node 1280 Y2 K= 902,526 N./cm. Yield K= 1 N./cm. Yield Force= 1,565,234 N. ----------------------------------------------------------------------------- From 1281 To 1282 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1281 X2 K= 1,986 N./cm. Yield K= 1 N./cm. Yield Force= 3,444 N. Node 1281 Z2 K= 327,143 N./cm. Yield K= 1 N./cm. Yield Force= 567,358 N. Node 1281 Y2 K= 327,143 N./cm. Yield K= 1 N./cm. Yield Force= 567,358 N. ----------------------------------------------------------------------------- From 1282 To 1283 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1282 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1282 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1282 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 1283 To 1284 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1283 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1283 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1283 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N.


78

----------------------------------------------------------------------------- From 1284 To 1285 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1284 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1284 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1284 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1285 To 1286 DX= 97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1285 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1285 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1285 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 1286 To 1290 DX= 137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1286 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= .7071 .0000 .7071 Node 1286 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 .7071 Node 1286 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 1290 To 1291 DX= .000 mm. DY= .000 mm. DZ= 352.795 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1290 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1290 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1290 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 1291 To 1292 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1291 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1291 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1291 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1292 To 1293 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS


79

Node 1292 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1292 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1292 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1293 To 1294 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 1293 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1293 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1293 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 1294 To 1295 DX= .000 mm. DY= .000 mm. DZ= 2,011.923 mm. RESTRAINTS Node 1294 Z2 K= 1,187 N./cm. Yield K= 1 N./cm. Yield Force= 2,059 N. Node 1294 X2 K= 195,556 N./cm. Yield K= 1 N./cm. Yield Force= 339,149 N. Node 1294 Y2 K= 195,556 N./cm. Yield K= 1 N./cm. Yield Force= 339,149 N. ----------------------------------------------------------------------------- From 1295 To 1300 DX= .000 mm. DY= .000 mm. DZ= 2,011.923 mm. RESTRAINTS Node 1295 Z2 K= 1,994 N./cm. Yield K= 1 N./cm. Yield Force= 3,458 N. Node 1295 X2 K= 328,480 N./cm. Yield K= 1 N./cm. Yield Force= 569,677 N. Node 1295 Y2 K= 328,480 N./cm. Yield K= 1 N./cm. Yield Force= 569,677 N. ----------------------------------------------------------------------------- From 1300 To 1310 DX= .000 mm. DY= .000 mm. DZ= 4,653.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1300 Z2 K= 3,302 N./cm. Yield K= 1 N./cm. Yield Force= 5,727 N. Node 1300 X2 K= 544,080 N./cm. Yield K= 1 N./cm. Yield Force= 943,588 N. Node 1300 Y2 K= 544,080 N./cm. Yield K= 1 N./cm. Yield Force= 943,588 N. SIF's & TEE's Node 1310 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 1310 To 1311 DX= .000 mm. DY= .000 mm. DZ= 21,719.531 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS


80

Node 1310 Z2 K= 13,067 N./cm. Yield K= 1 N./cm. Yield Force= 22,663 N. Node 1310 X2 K= 2,152,878 N./cm. Yield K= 1 N./cm. Yield Force= 3,733,697 N. Node 1310 Y2 K= 2,152,878 N./cm. Yield K= 1 N./cm. Yield Force= 3,733,697 N. ----------------------------------------------------------------------------- From 1311 To 1313 DX= .000 mm. DY= .000 mm. DZ= 15,620.000 mm. RESTRAINTS Node 1311 Z2 K= 18,502 N./cm. Yield K= 1 N./cm. Yield Force= 32,087 N. Node 1311 X2 K= 3,048,151 N./cm. Yield K= 1 N./cm. Yield Force= 5,286,352 N. Node 1311 Y2 K= 3,048,151 N./cm. Yield K= 1 N./cm. Yield Force= 5,286,352 N. ----------------------------------------------------------------------------- From 1313 To 1315 DX= .000 mm. DY= .000 mm. DZ= 7,810.000 mm. RESTRAINTS Node 1313 Z2 K= 11,609 N./cm. Yield K= 1 N./cm. Yield Force= 20,134 N. Node 1313 X2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. Node 1313 Y2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. ----------------------------------------------------------------------------- From 1315 To 1317 DX= .000 mm. DY= .000 mm. DZ= 5,334.539 mm. RESTRAINTS Node 1315 Z2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 1315 X2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 1315 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------- From 1317 To 1321 DX= .000 mm. DY= .000 mm. DZ= 2,859.078 mm. RESTRAINTS Node 1317 Z2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 1317 X2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 1317 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------- From 1321 To 1322 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 1321 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 1321 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 1321 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 1322 To 1323 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1322 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1322 X2 K= 52,193 N./cm. Yield K= 1 N./cm.


81

Yield Force= 90,518 N. Node 1322 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 1323 To 1324 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1323 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1323 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1323 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1324 To 1325 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 1324 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1324 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1324 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1325 To 1312 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 1312 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1312 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1312 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 1312 To 1314 DZ= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------- From 1314 To 1316 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 1316 +Y Mu = .30 ----------------------------------------------------------------------------- From 1316 To 1318 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------- From 1318 To 1319 DZ= 550.000 mm.


82

Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 1319 Guide ----------------------------------------------------------------------------- From 1319 To 1326 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1319 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1319 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1319 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 1326 To 1327 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1326 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1326 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1326 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1327 To 1328 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1327 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1327 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1327 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1328 To 1329 DX= .000 mm. DY= .000 mm. DZ= 913.382 mm. RESTRAINTS Node 1328 Z2 K= 579 N./cm. Yield K= 1 N./cm. Yield Force= 1,005 N. Node 1328 X2 K= 95,440 N./cm. Yield K= 1 N./cm. Yield Force= 165,519 N. Node 1328 Y2 K= 95,440 N./cm. Yield K= 1 N./cm. Yield Force= 165,519 N. ----------------------------------------------------------------------------- From 1329 To 1320 DX= .000 mm. DY= .000 mm. DZ= 913.382 mm. RESTRAINTS Node 1329 Z2 K= 905 N./cm. Yield K= 1 N./cm. Yield Force= 1,570 N. Node 1329 X2 K= 149,125 N./cm. Yield K= 1 N./cm. Yield Force= 258,625 N. Node 1329 Y2 K= 149,125 N./cm. Yield K= 1 N./cm. Yield Force= 258,625 N. -----------------------------------------------------------------------------


83

From 1320 To 1331 DX= .000 mm. DY= .000 mm. DZ= 970.500 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1320 Z2 K= 1,414 N./cm. Yield K= 1 N./cm. Yield Force= 2,453 N. Node 1320 X2 K= 233,013 N./cm. Yield K= 1 N./cm. Yield Force= 404,110 N. Node 1320 Y2 K= 233,013 N./cm. Yield K= 1 N./cm. Yield Force= 404,110 N. ----------------------------------------------------------------------------- From 1331 To 1330 DX= .000 mm. DY= .000 mm. DZ= 970.500 mm. RESTRAINTS Node 1330 Z2 K= 962 N./cm. Yield K= 1 N./cm. Yield Force= 1,668 N. Node 1330 X2 K= 158,450 N./cm. Yield K= 1 N./cm. Yield Force= 274,797 N. Node 1330 Y2 K= 158,450 N./cm. Yield K= 1 N./cm. Yield Force= 274,797 N. SIF's & TEE's Node 1330 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 1330 To 1332 DX= -2,091.924 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1330 X2 K= 1,037 N./cm. Yield K= 1 N./cm. Yield Force= 1,798 N. Node 1330 Z2 K= 170,771 N./cm. Yield K= 1 N./cm. Yield Force= 296,165 N. Node 1330 Y2 K= 170,771 N./cm. Yield K= 1 N./cm. Yield Force= 296,165 N. ----------------------------------------------------------------------------- From 1332 To 1333 DX= -2,091.924 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1332 X2 K= 2,073 N./cm. Yield K= 1 N./cm. Yield Force= 3,595 N. Node 1332 Z2 K= 341,542 N./cm. Yield K= 1 N./cm. Yield Force= 592,329 N. Node 1332 Y2 K= 341,542 N./cm. Yield K= 1 N./cm. Yield Force= 592,329 N. ----------------------------------------------------------------------------- From 1333 To 1334 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1333 X2 K= 1,227 N./cm. Yield K= 1 N./cm. Yield Force= 2,127 N. Node 1333 Z2 K= 202,087 N./cm. Yield K= 1 N./cm. Yield Force= 350,475 N. Node 1333 Y2 K= 202,087 N./cm. Yield K= 1 N./cm. Yield Force= 350,475 N. -----------------------------------------------------------------------------


84

From 1334 To 1335 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1334 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1334 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1334 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 1335 To 1336 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1335 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1335 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1335 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1336 To 1337 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1336 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1336 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1336 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1337 To 1338 DX= -97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1337 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1337 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1337 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 1338 To 1340 DX= -137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1338 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 .7071 Node 1338 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 -.7071 Node 1338 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 1340 To 1341 DX= .000 mm. DY= .000 mm. DZ= 352.795 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1340 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N.


85

Node 1340 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1340 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 1341 To 1351 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1341 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1341 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1341 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1351 To 1352 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1351 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1351 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1351 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1352 To 1353 DX= .000 mm. DY= .000 mm. DZ= 333.229 mm. RESTRAINTS Node 1352 Z2 K= 292 N./cm. Yield K= 1 N./cm. Yield Force= 506 N. Node 1352 X2 K= 48,080 N./cm. Yield K= 1 N./cm. Yield Force= 83,384 N. Node 1352 Y2 K= 48,080 N./cm. Yield K= 1 N./cm. Yield Force= 83,384 N. ----------------------------------------------------------------------------- From 1353 To 1354 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1353 Z2 K= 292 N./cm. Yield K= 1 N./cm. Yield Force= 506 N. Node 1353 X2 K= 48,080 N./cm. Yield K= 1 N./cm. Yield Force= 83,384 N. Node 1353 Y2 K= 48,080 N./cm. Yield K= 1 N./cm. Yield Force= 83,384 N. ----------------------------------------------------------------------------- From 1354 To 1355 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1354 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1354 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1354 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1355 To 1356 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 1355 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1355 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1355 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1356 To 1342 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm.


86

RESTRAINTS Node 1342 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1342 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1342 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 1342 To 1343 DZ= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------- From 1343 To 1344 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 1344 +Y ----------------------------------------------------------------------------- From 1344 To 1345 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------- From 1345 To 1346 DZ= 550.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 1346 Guide ----------------------------------------------------------------------------- From 1346 To 1357 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1346 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1346 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1346 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N.


87

----------------------------------------------------------------------------- From 1357 To 1358 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1357 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1357 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1357 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1358 To 1347 DX= .000 mm. DY= .000 mm. DZ= 290.510 mm. RESTRAINTS Node 1358 Z2 K= 271 N./cm. Yield K= 1 N./cm. Yield Force= 469 N. Node 1358 X2 K= 44,593 N./cm. Yield K= 1 N./cm. Yield Force= 77,336 N. Node 1358 Y2 K= 44,593 N./cm. Yield K= 1 N./cm. Yield Force= 77,336 N. SIF's & TEE's Node 1347 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 1347 To 1348 DX= .000 mm. DY= .000 mm. DZ= 722.732 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1347 Z2 K= 502 N./cm. Yield K= 1 N./cm. Yield Force= 871 N. Node 1347 X2 K= 82,714 N./cm. Yield K= 1 N./cm. Yield Force= 143,450 N. Node 1347 Y2 K= 82,714 N./cm. Yield K= 1 N./cm. Yield Force= 143,450 N. ----------------------------------------------------------------------------- From 1348 To 1349 DX= .000 mm. DY= .000 mm. DZ= 722.732 mm. RESTRAINTS Node 1348 Z2 K= 716 N./cm. Yield K= 1 N./cm. Yield Force= 1,242 N. Node 1348 X2 K= 117,998 N./cm. Yield K= 1 N./cm. Yield Force= 204,642 N. Node 1348 Y2 K= 117,998 N./cm. Yield K= 1 N./cm. Yield Force= 204,642 N. ----------------------------------------------------------------------------- From 1349 To 1359 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1349 Z2 K= 485 N./cm. Yield K= 1 N./cm. Yield Force= 841 N. Node 1349 X2 K= 79,876 N./cm. Yield K= 1 N./cm. Yield Force= 138,528 N. Node 1349 Y2 K= 79,876 N./cm. Yield K= 1 N./cm. Yield Force= 138,528 N. ----------------------------------------------------------------------------- From 1359 To 1361 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1359 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1359 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N.


88

Node 1359 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1361 To 1362 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1361 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1361 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1361 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1362 To 1363 DX= .000 mm. DY= .000 mm. DZ= 97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1362 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1362 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1362 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 1363 To 1350 DX= -137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1363 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 .7071 Node 1363 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 -.7071 Node 1363 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 1350 To 1364 DX= -352.795 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1350 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1350 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1350 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 1364 To 1365 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1364 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1364 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1364 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. -----------------------------------------------------------------------------


89

From 1365 To 1366 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1365 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1365 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1365 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1366 To 1367 DX= -515.732 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1366 X2 K= 382 N./cm. Yield K= 1 N./cm. Yield Force= 663 N. Node 1366 Z2 K= 62,978 N./cm. Yield K= 1 N./cm. Yield Force= 109,222 N. Node 1366 Y2 K= 62,978 N./cm. Yield K= 1 N./cm. Yield Force= 109,222 N. ----------------------------------------------------------------------------- From 1367 To 1360 DX= -515.732 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1367 X2 K= 511 N./cm. Yield K= 1 N./cm. Yield Force= 886 N. Node 1367 Z2 K= 84,202 N./cm. Yield K= 1 N./cm. Yield Force= 146,030 N. Node 1367 Y2 K= 84,202 N./cm. Yield K= 1 N./cm. Yield Force= 146,030 N. SIF's & TEE's Node 1360 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 1360 To 1370 DX= -5,913.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1360 X2 K= 3,185 N./cm. Yield K= 1 N./cm. Yield Force= 5,524 N. Node 1360 Z2 K= 524,799 N./cm. Yield K= 1 N./cm. Yield Force= 910,149 N. Node 1360 Y2 K= 524,799 N./cm. Yield K= 1 N./cm. Yield Force= 910,149 N. ----------------------------------------------------------------------------- From 1370 To 1371 DX= -2,527.048 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1370 X2 K= 4,182 N./cm. Yield K= 1 N./cm. Yield Force= 7,253 N. Node 1370 Z2 K= 688,990 N./cm. Yield K= 1 N./cm. Yield Force= 1,194,902 N. Node 1370 Y2 K= 688,990 N./cm. Yield K= 1 N./cm. Yield Force= 1,194,902 N. -----------------------------------------------------------------------------


90

From 1371 To 1372 DX= -2,527.048 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1371 X2 K= 2,504 N./cm. Yield K= 1 N./cm. Yield Force= 4,343 N. Node 1371 Z2 K= 412,583 N./cm. Yield K= 1 N./cm. Yield Force= 715,535 N. Node 1371 Y2 K= 412,583 N./cm. Yield K= 1 N./cm. Yield Force= 715,535 N. ----------------------------------------------------------------------------- From 1372 To 1373 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1372 X2 K= 1,442 N./cm. Yield K= 1 N./cm. Yield Force= 2,501 N. Node 1372 Z2 K= 237,607 N./cm. Yield K= 1 N./cm. Yield Force= 412,078 N. Node 1372 Y2 K= 237,607 N./cm. Yield K= 1 N./cm. Yield Force= 412,078 N. ----------------------------------------------------------------------------- From 1373 To 1374 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1373 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1373 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1373 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 1374 To 1379 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1374 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1374 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1374 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1379 To 1381 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1379 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1379 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1379 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1381 To 1382 DX= -46.605 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 1381 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 1381 Z2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 1381 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------- From 1382 To 1375 DX= -86.115 mm. DY= -35.670 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS


91

Node 1382 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= -.9239 -.3827 .0000 Node 1382 Z2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 1382 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= -.3827 .9239 .0000 ----------------------------------------------------------------------------- From 1375 To 1377 DX= -213.794 mm. DY= -213.794 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1375 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Dir Vec= -.7071 -.7071 .0000 Node 1375 Z2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 1375 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= -.7071 .7071 .0000 ----------------------------------------------------------------------------- From 1377 To 1378 DX= -180.839 mm. DY= -180.839 mm. DZ= .000 mm. RESTRAINTS Node 1377 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= -.7071 -.7071 .0000 Node 1377 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1377 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= -.7071 .7071 .0000 ----------------------------------------------------------------------------- From 1378 To 1383 DX= -239.394 mm. DY= -239.394 mm. DZ= .000 mm. RESTRAINTS Node 1378 X2 K= 294 N./cm. Yield K= 1 N./cm. Yield Force= 511 N. Dir Vec= -.7071 -.7071 .0000 Node 1378 Z2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Node 1378 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Dir Vec= -.7071 .7071 .0000 ----------------------------------------------------------------------------- From 1383 To 1384 DX= -180.839 mm. DY= -180.839 mm. DZ= .000 mm. RESTRAINTS Node 1383 X2 K= 294 N./cm. Yield K= 1 N./cm. Yield Force= 511 N. Dir Vec= -.7071 -.7071 .0000 Node 1383 Z2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Node 1383 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Dir Vec= -.7071 .7071 .0000 ----------------------------------------------------------------------------- From 1384 To 1385 DX= -180.839 mm. DY= -180.839 mm. DZ= .000 mm. RESTRAINTS Node 1384 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= -.7071 -.7071 .0000 Node 1384 Z2 K= 41,755 N./cm. Yield K= 1 N./cm.


92

Yield Force= 72,414 N. Node 1384 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= -.7071 .7071 .0000 ----------------------------------------------------------------------------- From 1385 To 1386 DX= -32.955 mm. DY= -32.955 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 1385 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Dir Vec= -.7071 -.7071 .0000 Node 1385 Z2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 1385 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= -.7071 .7071 .0000 ----------------------------------------------------------------------------- From 1386 To 1376 DX= -86.115 mm. DY= -35.670 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 1386 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= -.9239 -.3827 .0000 Node 1386 Z2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 1386 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= -.3827 .9239 .0000 ----------------------------------------------------------------------------- From 1376 To 1387 DX= -302.350 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1376 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 1376 Z2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 1376 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------- From 1387 To 1388 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1387 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1387 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1387 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1388 To 1389 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1388 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1388 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1388 Y2 K= 41,755 N./cm. Yield K= 1 N./cm.


93

Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1389 To 1391 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1389 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1389 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1389 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 1391 To 1392 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1391 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 1391 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 1391 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 1392 To 1393 DX= -5,334.539 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1392 X2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 1392 Z2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 1392 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------- From 1393 To 1394 DX= -7,810.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1393 X2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 1393 Z2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 1393 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------- From 1394 To 1395 DX= -15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1394 X2 K= 11,609 N./cm. Yield K= 1 N./cm. Yield Force= 20,134 N. Node 1394 Z2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. Node 1394 Y2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. ----------------------------------------------------------------------------- From 1395 To 1396 DX= -15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1395 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 1395 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 1395 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------- From 1396 To 1397 DX= -11,869.742 mm. DY= .000 mm. DZ= .000 mm.


94

RESTRAINTS Node 1396 X2 K= 13,621 N./cm. Yield K= 1 N./cm. Yield Force= 23,623 N. Node 1396 Z2 K= 2,244,080 N./cm. Yield K= 1 N./cm. Yield Force= 3,891,866 N. Node 1396 Y2 K= 2,244,080 N./cm. Yield K= 1 N./cm. Yield Force= 3,891,866 N. ----------------------------------------------------------------------------- From 1397 To 1380 DX= -11,869.742 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1397 X2 K= 11,763 N./cm. Yield K= 1 N./cm. Yield Force= 20,400 N. Node 1397 Z2 K= 1,937,934 N./cm. Yield K= 1 N./cm. Yield Force= 3,360,923 N. Node 1397 Y2 K= 1,937,934 N./cm. Yield K= 1 N./cm. Yield Force= 3,360,923 N. SIF's & TEE's Node 1380 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 1380 To 1398 DX= -2,929.147 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1380 X2 K= 7,333 N./cm. Yield K= 1 N./cm. Yield Force= 12,717 N. Node 1380 Z2 K= 1,208,083 N./cm. Yield K= 1 N./cm. Yield Force= 2,095,156 N. Node 1380 Y2 K= 1,208,083 N./cm. Yield K= 1 N./cm. Yield Force= 2,095,156 N. ----------------------------------------------------------------------------- From 1398 To 1399 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1398 X2 K= 1,641 N./cm. Yield K= 1 N./cm. Yield Force= 2,847 N. Node 1398 Z2 K= 270,432 N./cm. Yield K= 1 N./cm. Yield Force= 469,005 N. Node 1398 Y2 K= 270,432 N./cm. Yield K= 1 N./cm. Yield Force= 469,005 N. ----------------------------------------------------------------------------- From 1399 To 1401 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1399 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1399 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1399 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 1401 To 1402 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1401 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1401 Z2 K= 41,755 N./cm. Yield K= 1 N./cm.


95

Yield Force= 72,414 N. Node 1401 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1402 To 1403 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1402 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1402 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1402 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1403 To 1390 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1390 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1390 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1390 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. SIF's & TEE's Node 1390 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------- From 1390 To 1400 DX= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------- From 1400 To 1410 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 1410 +Y Mu = .30 ----------------------------------------------------------------------------- From 1410 To 1420 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------- From 1420 To 1430 DX= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS


96

Node 1430 Guide ----------------------------------------------------------------------------- From 1430 To 1431 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1430 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1430 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1430 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 1431 To 1432 DX= -451.210 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1431 X2 K= 350 N./cm. Yield K= 1 N./cm. Yield Force= 608 N. Node 1431 Z2 K= 57,711 N./cm. Yield K= 1 N./cm. Yield Force= 100,087 N. Node 1431 Y2 K= 57,711 N./cm. Yield K= 1 N./cm. Yield Force= 100,087 N. ----------------------------------------------------------------------------- From 1432 To 1433 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1432 X2 K= 350 N./cm. Yield K= 1 N./cm. Yield Force= 608 N. Node 1432 Z2 K= 57,711 N./cm. Yield K= 1 N./cm. Yield Force= 100,087 N. Node 1432 Y2 K= 57,711 N./cm. Yield K= 1 N./cm. Yield Force= 100,087 N. ----------------------------------------------------------------------------- From 1433 To 1434 DX= -97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1433 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1433 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1433 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 1434 To 1440 DX= -137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1434 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 -.7071 Node 1434 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 -.7071 Node 1434 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 1440 To 1441 DX= .000 mm. DY= .000 mm. DZ= -352.795 mm.


97

Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1440 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1440 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1440 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 1441 To 1442 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 1441 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1441 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1441 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1442 To 1443 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 1442 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1442 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1442 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1443 To 1444 DX= .000 mm. DY= .000 mm. DZ= -383.618 mm. RESTRAINTS Node 1443 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1443 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1443 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 1444 To 1445 DX= .000 mm. DY= .000 mm. DZ= -619.694 mm. RESTRAINTS Node 1444 Z2 K= 497 N./cm. Yield K= 1 N./cm. Yield Force= 862 N. Node 1444 X2 K= 81,904 N./cm. Yield K= 1 N./cm. Yield Force= 142,044 N. Node 1444 Y2 K= 81,904 N./cm. Yield K= 1 N./cm. Yield Force= 142,044 N. ----------------------------------------------------------------------------- From 1445 To 1446 DX= .000 mm. DY= .000 mm. DZ= -383.618 mm. RESTRAINTS Node 1445 Z2 K= 497 N./cm. Yield K= 1 N./cm. Yield Force= 862 N. Node 1445 X2 K= 81,904 N./cm. Yield K= 1 N./cm. Yield Force= 142,044 N. Node 1445 Y2 K= 81,904 N./cm. Yield K= 1 N./cm. Yield Force= 142,044 N. ----------------------------------------------------------------------------- From 1446 To 1447 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm.


98

RESTRAINTS Node 1446 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1446 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1446 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 1447 To 1448 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 1447 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1447 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1447 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1448 To 1449 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 1448 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1448 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1448 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1449 To 1451 DX= .000 mm. DY= .000 mm. DZ= -97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 RESTRAINTS Node 1449 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1449 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1449 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 1451 To 1450 DX= -137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 RESTRAINTS Node 1451 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 -.7071 Node 1451 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 -.7071 Node 1451 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 1450 To 1452 DX= -352.795 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1450 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1450 Z2 K= 35,899 N./cm. Yield K= 1 N./cm.


99

Yield Force= 62,260 N. Node 1450 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 1452 To 1453 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1452 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1452 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1452 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1453 To 1454 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1453 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1453 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1453 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1454 To 1455 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1454 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1454 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1454 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 1455 To 1456 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1455 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 1455 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 1455 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 1456 To 1457 DX= -4,131.384 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1456 X2 K= 3,464 N./cm. Yield K= 1 N./cm. Yield Force= 6,007 N. Node 1456 Z2 K= 570,655 N./cm. Yield K= 1 N./cm. Yield Force= 989,676 N. Node 1456 Y2 K= 570,655 N./cm. Yield K= 1 N./cm. Yield Force= 989,676 N. ----------------------------------------------------------------------------- From 1457 To 538 DX= -2,065.692 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1457 X2 K= 4,094 N./cm. Yield K= 1 N./cm. Yield Force= 7,100 N. Node 1457 Z2 K= 674,518 N./cm. Yield K= 1 N./cm. Yield Force= 1,169,803 N. Node 1457 Y2 K= 674,518 N./cm. Yield K= 1 N./cm. Yield Force= 1,169,803 N. ----------------------------------------------------------------------------- From 538 To 490 DX= -2,065.692 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS


100

Node 490 X2 K= 2,047 N./cm. Yield K= 1 N./cm. Yield Force= 3,550 N. Node 490 Z2 K= 337,259 N./cm. Yield K= 1 N./cm. Yield Force= 584,902 N. Node 490 Y2 K= 337,259 N./cm. Yield K= 1 N./cm. Yield Force= 584,902 N. ----------------------------------------------------------------------------- From 145 To 166 DX= .000 mm. DY= .000 mm. DZ= -281.955 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 145 Z2 K= 140 N./cm. Yield K= 1 N./cm. Yield Force= 242 N. Node 145 X2 K= 23,017 N./cm. Yield K= 1 N./cm. Yield Force= 39,918 N. Node 145 Y2 K= 23,017 N./cm. Yield K= 1 N./cm. Yield Force= 39,918 N. ----------------------------------------------------------------------------- From 166 To 167 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 166 Z2 K= 266 N./cm. Yield K= 1 N./cm. Yield Force= 462 N. Node 166 X2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. Node 166 Y2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. ----------------------------------------------------------------------------- From 167 To 168 DX= .000 mm. DY= .000 mm. DZ= -97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 167 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 167 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 167 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 168 To 2145 DX= -137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 168 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 -.7071 Node 168 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 -.7071 Node 168 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 2145 To 2154 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm.


101

Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 2145 X2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 2145 Z2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 2145 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. ----------------------------------------------------------------------------- From 2154 To 2155 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 2155 X2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 2155 Z2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. Node 2155 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. ----------------------------------------------------------------------------- From 2155 To 2165 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 2165 +Y ----------------------------------------------------------------------------- From 210 To 214 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 210 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 210 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 210 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 214 To 215 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 214 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 214 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 214 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 215 To 216 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 215 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 215 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N.


102

Node 215 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 216 To 217 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 216 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 216 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 216 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 217 To 218 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 217 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 217 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 217 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 218 To 221 DX= -3,223.138 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 218 X2 K= 3,014 N./cm. Yield K= 1 N./cm. Yield Force= 5,227 N. Node 218 Z2 K= 496,512 N./cm. Yield K= 1 N./cm. Yield Force= 861,091 N. Node 218 Y2 K= 496,512 N./cm. Yield K= 1 N./cm. Yield Force= 861,091 N. ----------------------------------------------------------------------------- From 221 To 222 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 221 X2 K= 3,014 N./cm. Yield K= 1 N./cm. Yield Force= 5,227 N. Node 221 Z2 K= 496,512 N./cm. Yield K= 1 N./cm. Yield Force= 861,091 N. Node 221 Y2 K= 496,512 N./cm. Yield K= 1 N./cm. Yield Force= 861,091 N. ----------------------------------------------------------------------------- From 222 To 223 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 222 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 222 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 222 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 223 To 224 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 223 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 223 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 223 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 224 To 225 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 224 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N.


103

Node 224 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 224 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 225 To 2209 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 225 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 225 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 225 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 2209 To 2210 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 2210 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 2210 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 2210 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 2210 To 2220 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 2220 +Y ----------------------------------------------------------------------------- From 270 To 301 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 270 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 270 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 270 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 301 To 302 DX= -260.510 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 301 X2 K= 256 N./cm. Yield K= 1 N./cm. Yield Force= 444 N. Node 301 Z2 K= 42,144 N./cm. Yield K= 1 N./cm. Yield Force= 73,089 N. Node 301 Y2 K= 42,144 N./cm. Yield K= 1 N./cm. Yield Force= 73,089 N. ----------------------------------------------------------------------------- From 302 To 3269 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm.


104

RESTRAINTS Node 302 X2 K= 256 N./cm. Yield K= 1 N./cm. Yield Force= 444 N. Node 302 Z2 K= 42,144 N./cm. Yield K= 1 N./cm. Yield Force= 73,089 N. Node 302 Y2 K= 42,144 N./cm. Yield K= 1 N./cm. Yield Force= 73,089 N. ----------------------------------------------------------------------------- From 3269 To 3270 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 3270 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 3270 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 3270 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 3270 To 3280 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 3280 +Y ----------------------------------------------------------------------------- From 350 To 419 DX= 268.850 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 350 X2 K= 133 N./cm. Yield K= 1 N./cm. Yield Force= 231 N. Node 350 Z2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. Node 350 Y2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. ----------------------------------------------------------------------------- From 419 To 421 DX= 268.850 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 419 X2 K= 266 N./cm. Yield K= 1 N./cm. Yield Force= 462 N. Node 419 Z2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. Node 419 Y2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. ----------------------------------------------------------------------------- From 421 To 422 DX= 97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 421 X2 K= 224 N./cm. Yield K= 1 N./cm. Yield Force= 389 N. Node 421 Z2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N.


105

Node 421 Y2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. ----------------------------------------------------------------------------- From 422 To 3350 DX= 137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 422 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= .7071 .0000 .7071 Node 422 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 .7071 Node 422 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 3350 To 3359 DX= .000 mm. DY= .000 mm. DZ= 248.375 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 3350 Z2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 3350 X2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 3350 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. ----------------------------------------------------------------------------- From 3359 To 3360 DX= .000 mm. DY= .000 mm. DZ= 248.375 mm. RESTRAINTS Node 3360 Z2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 3360 X2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. Node 3360 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. ----------------------------------------------------------------------------- From 3360 To 3370 DZ= 266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 3370 +Y ----------------------------------------------------------------------------- From 370 To 423 DX= .000 mm. DY= .000 mm. DZ= 268.850 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS


106

Node 370 Z2 K= 133 N./cm. Yield K= 1 N./cm. Yield Force= 231 N. Node 370 X2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. Node 370 Y2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. ----------------------------------------------------------------------------- From 423 To 424 DX= .000 mm. DY= .000 mm. DZ= 268.850 mm. RESTRAINTS Node 423 Z2 K= 266 N./cm. Yield K= 1 N./cm. Yield Force= 462 N. Node 423 X2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. Node 423 Y2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. ----------------------------------------------------------------------------- From 424 To 425 DX= .000 mm. DY= .000 mm. DZ= 97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 424 Z2 K= 224 N./cm. Yield K= 1 N./cm. Yield Force= 389 N. Node 424 X2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. Node 424 Y2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. ----------------------------------------------------------------------------- From 425 To 4370 DX= -137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 425 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 .7071 Node 425 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 -.7071 Node 425 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 4370 To 4379 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 4370 X2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 4370 Z2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 4370 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. ----------------------------------------------------------------------------- From 4379 To 4380 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 4380 X2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 4380 Z2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N.


107

Node 4380 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. ----------------------------------------------------------------------------- From 4380 To 4390 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 4390 +Y ----------------------------------------------------------------------------- From 580 To 581 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 580 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 580 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 580 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 581 To 582 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 581 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 581 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 581 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 582 To 583 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 582 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 582 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 582 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 583 To 584 DX= .000 mm. DY= .000 mm. DZ= 112.529 mm. RESTRAINTS Node 583 Z2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Node 583 X2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. Node 583 Y2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. ----------------------------------------------------------------------------- From 584 To 585 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 584 Z2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N.


108

Node 584 X2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. Node 584 Y2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. ----------------------------------------------------------------------------- From 585 To 586 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 585 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 585 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 585 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 586 To 4579 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 586 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 586 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 586 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 4579 To 4580 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 4580 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 4580 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 4580 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 4580 To 4590 DZ= 266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 4590 +Y ----------------------------------------------------------------------------- From 590 To 597 DX= .000 mm. DY= .000 mm. DZ= 268.850 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 590 Z2 K= 133 N./cm. Yield K= 1 N./cm. Yield Force= 231 N. Node 590 X2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. Node 590 Y2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. ----------------------------------------------------------------------------- From 597 To 598 DX= .000 mm. DY= .000 mm. DZ= 268.850 mm.


109

RESTRAINTS Node 597 Z2 K= 266 N./cm. Yield K= 1 N./cm. Yield Force= 462 N. Node 597 X2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. Node 597 Y2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. ----------------------------------------------------------------------------- From 598 To 601 DX= .000 mm. DY= .000 mm. DZ= 97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 598 Z2 K= 224 N./cm. Yield K= 1 N./cm. Yield Force= 389 N. Node 598 X2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. Node 598 Y2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. ----------------------------------------------------------------------------- From 601 To 5590 DX= -137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 601 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 .7071 Node 601 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 -.7071 Node 601 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 5590 To 5599 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 5590 X2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 5590 Z2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 5590 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. ----------------------------------------------------------------------------- From 5599 To 5600 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 5600 X2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 5600 Z2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. Node 5600 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. ----------------------------------------------------------------------------- From 5600 To 5610 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP)


110

Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 5610 +Y ----------------------------------------------------------------------------- From 900 To 905 DX= .000 mm. DY= .000 mm. DZ= -487.700 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 900 Z2 K= 242 N./cm. Yield K= 1 N./cm. Yield Force= 419 N. Node 900 X2 K= 39,813 N./cm. Yield K= 1 N./cm. Yield Force= 69,046 N. Node 900 Y2 K= 39,813 N./cm. Yield K= 1 N./cm. Yield Force= 69,046 N. ----------------------------------------------------------------------------- From 905 To 906 DX= .000 mm. DY= .000 mm. DZ= -97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 905 Z2 K= 333 N./cm. Yield K= 1 N./cm. Yield Force= 577 N. Node 905 X2 K= 54,835 N./cm. Yield K= 1 N./cm. Yield Force= 95,099 N. Node 905 Y2 K= 54,835 N./cm. Yield K= 1 N./cm. Yield Force= 95,099 N. ----------------------------------------------------------------------------- From 906 To 6900 DX= -137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 906 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 -.7071 Node 906 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 -.7071 Node 906 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 6900 To 6909 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 6900 X2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 6900 Z2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 6900 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N.


111

----------------------------------------------------------------------------- From 6909 To 6910 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 6910 X2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 6910 Z2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. Node 6910 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. ----------------------------------------------------------------------------- From 6910 To 6920 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 6920 +Y ----------------------------------------------------------------------------- From 910 To 917 DX= .000 mm. DY= .000 mm. DZ= -487.700 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 910 Z2 K= 242 N./cm. Yield K= 1 N./cm. Yield Force= 419 N. Node 910 X2 K= 39,813 N./cm. Yield K= 1 N./cm. Yield Force= 69,046 N. Node 910 Y2 K= 39,813 N./cm. Yield K= 1 N./cm. Yield Force= 69,046 N. ----------------------------------------------------------------------------- From 917 To 918 DX= .000 mm. DY= .000 mm. DZ= -97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 917 Z2 K= 333 N./cm. Yield K= 1 N./cm. Yield Force= 577 N. Node 917 X2 K= 54,835 N./cm. Yield K= 1 N./cm. Yield Force= 95,099 N. Node 917 Y2 K= 54,835 N./cm. Yield K= 1 N./cm. Yield Force= 95,099 N. ----------------------------------------------------------------------------- From 918 To 7910 DX= -137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 918 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 -.7071 Node 918 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 -.7071 Node 918 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. -----------------------------------------------------------------------------


112

From 7910 To 7919 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 7910 X2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 7910 Z2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 7910 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. ----------------------------------------------------------------------------- From 7919 To 7920 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 7920 X2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 7920 Z2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. Node 7920 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. ----------------------------------------------------------------------------- From 7920 To 7930 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 7930 +Y ----------------------------------------------------------------------------- From 930 To 946 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 930 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 930 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 930 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 946 To 947 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 946 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 946 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 946 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. -----------------------------------------------------------------------------


113

From 947 To 948 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 947 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 947 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 947 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 948 To 949 DX= -112.529 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 948 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Node 948 Z2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. Node 948 Y2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. ----------------------------------------------------------------------------- From 949 To 952 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 949 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Node 949 Z2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. Node 949 Y2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. ----------------------------------------------------------------------------- From 952 To 953 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 952 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 952 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 952 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 953 To 8929 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 953 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 953 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 953 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 8929 To 8930 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 8930 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 8930 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 8930 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 8930 To 8940 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm.


114

RIGID Weight= 80.00 N. RESTRAINTS Node 8940 +Y ----------------------------------------------------------------------------- From 950 To 954 DX= .000 mm. DY= .000 mm. DZ= -268.850 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 950 Z2 K= 133 N./cm. Yield K= 1 N./cm. Yield Force= 231 N. Node 950 X2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. Node 950 Y2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. ----------------------------------------------------------------------------- From 954 To 955 DX= .000 mm. DY= .000 mm. DZ= -268.850 mm. RESTRAINTS Node 954 Z2 K= 266 N./cm. Yield K= 1 N./cm. Yield Force= 462 N. Node 954 X2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. Node 954 Y2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. ----------------------------------------------------------------------------- From 955 To 956 DX= .000 mm. DY= .000 mm. DZ= -97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 955 Z2 K= 224 N./cm. Yield K= 1 N./cm. Yield Force= 389 N. Node 955 X2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. Node 955 Y2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. ----------------------------------------------------------------------------- From 956 To 9950 DX= -137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 956 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 -.7071 Node 956 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 -.7071 Node 956 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 9950 To 9959 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm.


115

RESTRAINTS Node 9950 X2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 9950 Z2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 9950 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. ----------------------------------------------------------------------------- From 9959 To 9960 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 9960 X2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 9960 Z2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. Node 9960 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. ----------------------------------------------------------------------------- From 9960 To 9970 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 9970 +Y ----------------------------------------------------------------------------- From 960 To 968 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 960 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 960 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 960 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 968 To 971 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 968 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 968 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 968 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 971 To 972 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 971 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 971 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 971 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N.


116

----------------------------------------------------------------------------- From 972 To 973 DX= .000 mm. DY= .000 mm. DZ= -112.529 mm. RESTRAINTS Node 972 Z2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Node 972 X2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. Node 972 Y2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. ----------------------------------------------------------------------------- From 973 To 974 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 973 Z2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Node 973 X2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. Node 973 Y2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. ----------------------------------------------------------------------------- From 974 To 975 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 974 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 974 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 974 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 975 To 10959 DX= .000 mm. DY= .000 mm. DZ= -127.873 mm. RESTRAINTS Node 975 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 975 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 975 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 10959 To 10960 DX= .000 mm. DY= .000 mm. DZ= -127.873 mm. RESTRAINTS Node 10960 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 10960 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 10960 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 10960 To 10970 DZ= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 10970 +Y ----------------------------------------------------------------------------- From 1250 To 1251 DX= .000 mm. DY= .000 mm. DZ= -268.850 mm. Mill%(-)= .00 GENERAL


117

PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1250 Z2 K= 133 N./cm. Yield K= 1 N./cm. Yield Force= 231 N. Node 1250 X2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. Node 1250 Y2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. ----------------------------------------------------------------------------- From 1251 To 1252 DX= .000 mm. DY= .000 mm. DZ= -268.850 mm. RESTRAINTS Node 1251 Z2 K= 266 N./cm. Yield K= 1 N./cm. Yield Force= 462 N. Node 1251 X2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. Node 1251 Y2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. ----------------------------------------------------------------------------- From 1252 To 1253 DX= .000 mm. DY= .000 mm. DZ= -97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1252 Z2 K= 224 N./cm. Yield K= 1 N./cm. Yield Force= 389 N. Node 1252 X2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. Node 1252 Y2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. ----------------------------------------------------------------------------- From 1253 To 11250 DX= 137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1253 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= .7071 .0000 -.7071 Node 1253 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 .7071 Node 1253 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 11250 To 11259 DX= 248.375 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 11250 X2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 11250 Z2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 11250 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. -----------------------------------------------------------------------------


118

From 11259 To 11260 DX= 248.375 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 11260 X2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 11260 Z2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. Node 11260 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. ----------------------------------------------------------------------------- From 11260 To 11270 DX= 266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 11270 +Y ----------------------------------------------------------------------------- From 1260 To 1265 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1260 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1260 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1260 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 1265 To 1266 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1265 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1265 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1265 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1266 To 1267 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1266 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1266 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1266 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1267 To 1268 DX= .000 mm. DY= .000 mm. DZ= 429.765 mm. RESTRAINTS Node 1267 Z2 K= 340 N./cm. Yield K= 1 N./cm. Yield Force= 589 N. Node 1267 X2 K= 55,960 N./cm. Yield K= 1 N./cm. Yield Force= 97,051 N. Node 1267 Y2 K= 55,960 N./cm. Yield K= 1 N./cm.


119

Yield Force= 97,051 N. ----------------------------------------------------------------------------- From 1268 To 1269 DX= .000 mm. DY= .000 mm. DZ= 429.765 mm. RESTRAINTS Node 1268 Z2 K= 426 N./cm. Yield K= 1 N./cm. Yield Force= 739 N. Node 1268 X2 K= 70,166 N./cm. Yield K= 1 N./cm. Yield Force= 121,688 N. Node 1268 Y2 K= 70,166 N./cm. Yield K= 1 N./cm. Yield Force= 121,688 N. ----------------------------------------------------------------------------- From 1269 To 1271 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1269 Z2 K= 340 N./cm. Yield K= 1 N./cm. Yield Force= 589 N. Node 1269 X2 K= 55,960 N./cm. Yield K= 1 N./cm. Yield Force= 97,051 N. Node 1269 Y2 K= 55,960 N./cm. Yield K= 1 N./cm. Yield Force= 97,051 N. ----------------------------------------------------------------------------- From 1271 To 1272 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1271 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1271 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1271 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1272 To 12259 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 1272 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1272 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1272 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 12259 To 12260 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 12260 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 12260 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 12260 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 12260 To 12270 DZ= 266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 12270 +Y ----------------------------------------------------------------------------- From 1270 To 1273 DX= .000 mm. DY= .000 mm. DZ= -487.700 mm. Mill%(-)= .00


120

GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1270 Z2 K= 242 N./cm. Yield K= 1 N./cm. Yield Force= 419 N. Node 1270 X2 K= 39,813 N./cm. Yield K= 1 N./cm. Yield Force= 69,046 N. Node 1270 Y2 K= 39,813 N./cm. Yield K= 1 N./cm. Yield Force= 69,046 N. ----------------------------------------------------------------------------- From 1273 To 1274 DX= .000 mm. DY= .000 mm. DZ= -97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1273 Z2 K= 333 N./cm. Yield K= 1 N./cm. Yield Force= 577 N. Node 1273 X2 K= 54,835 N./cm. Yield K= 1 N./cm. Yield Force= 95,099 N. Node 1273 Y2 K= 54,835 N./cm. Yield K= 1 N./cm. Yield Force= 95,099 N. ----------------------------------------------------------------------------- From 1274 To 13270 DX= 137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1274 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= .7071 .0000 -.7071 Node 1274 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 .7071 Node 1274 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 13270 To 13279 DX= 248.375 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 13270 X2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 13270 Z2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 13270 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. ----------------------------------------------------------------------------- From 13279 To 13280 DX= 248.375 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 13280 X2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 13280 Z2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. Node 13280 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N.


121

----------------------------------------------------------------------------- From 13280 To 13290 DX= 266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 13290 +Y ----------------------------------------------------------------------------- From 1310 To 1339 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1310 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1310 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1310 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 1339 To 1368 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1339 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1339 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1339 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1368 To 1369 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1368 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1368 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1368 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1369 To 1404 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1369 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1369 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1369 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 1404 To 1405 DX= -2,686.294 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1404 X2 K= 1,521 N./cm. Yield K= 1 N./cm. Yield Force= 2,638 N. Node 1404 Z2 K= 250,607 N./cm. Yield K= 1 N./cm. Yield Force= 434,623 N.


122

Node 1404 Y2 K= 250,607 N./cm. Yield K= 1 N./cm. Yield Force= 434,623 N. ----------------------------------------------------------------------------- From 1405 To 1406 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1405 X2 K= 1,521 N./cm. Yield K= 1 N./cm. Yield Force= 2,638 N. Node 1405 Z2 K= 250,607 N./cm. Yield K= 1 N./cm. Yield Force= 434,623 N. Node 1405 Y2 K= 250,607 N./cm. Yield K= 1 N./cm. Yield Force= 434,623 N. ----------------------------------------------------------------------------- From 1406 To 1407 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1406 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1406 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1406 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 1407 To 1408 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1407 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1407 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1407 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1408 To 14309 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1408 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1408 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1408 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 14309 To 14310 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 14310 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 14310 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 14310 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 14310 To 14320 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 14320 +Y ----------------------------------------------------------------------------- From 1330 To 1409 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm.


123

Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1330 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1330 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1330 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 1409 To 1411 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1409 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1409 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1409 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1411 To 1412 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1411 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1411 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1411 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1412 To 1413 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1412 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1412 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1412 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 1413 To 1414 DX= 2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1413 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 1413 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 1413 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 1414 To 1415 DX= 2,523.838 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1414 X2 K= 2,667 N./cm. Yield K= 1 N./cm. Yield Force= 4,626 N. Node 1414 Z2 K= 439,426 N./cm. Yield K= 1 N./cm. Yield Force= 762,088 N. Node 1414 Y2 K= 439,426 N./cm. Yield K= 1 N./cm. Yield Force= 762,088 N. ----------------------------------------------------------------------------- From 1415 To 1416 DX= 2,859.078 mm. DY= .000 mm. DZ= .000 mm.


124

RESTRAINTS Node 1415 X2 K= 2,667 N./cm. Yield K= 1 N./cm. Yield Force= 4,626 N. Node 1415 Z2 K= 439,426 N./cm. Yield K= 1 N./cm. Yield Force= 762,088 N. Node 1415 Y2 K= 439,426 N./cm. Yield K= 1 N./cm. Yield Force= 762,088 N. ----------------------------------------------------------------------------- From 1416 To 1417 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1416 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 1416 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 1416 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------- From 1417 To 1418 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1417 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1417 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1417 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 1418 To 1419 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1418 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1418 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1418 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1419 To 1421 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1419 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1419 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1419 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1421 To 1422 DX= 97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 RESTRAINTS Node 1421 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1421 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1421 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 1422 To 15320 DX= 137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 RESTRAINTS Node 1422 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N.


125

Dir Vec= .7071 .0000 .7071 Node 1422 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 .7071 Node 1422 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 15320 To 15321 DX= .000 mm. DY= .000 mm. DZ= 352.795 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 15320 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 15320 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 15320 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------- From 15321 To 15322 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 15321 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 15321 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 15321 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 15322 To 15323 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 15322 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 15322 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 15322 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 15323 To 15324 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 15323 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 15323 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 15323 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 15324 To 15326 DX= .000 mm. DY= .000 mm. DZ= 488.994 mm. RESTRAINTS Node 15324 Z2 K= 432 N./cm. Yield K= 1 N./cm. Yield Force= 750 N. Node 15324 X2 K= 71,234 N./cm. Yield K= 1 N./cm. Yield Force= 123,540 N. Node 15324 Y2 K= 71,234 N./cm. Yield K= 1 N./cm. Yield Force= 123,540 N. ----------------------------------------------------------------------------- From 15326 To 15327 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS


126

Node 15326 Z2 K= 432 N./cm. Yield K= 1 N./cm. Yield Force= 750 N. Node 15326 X2 K= 71,234 N./cm. Yield K= 1 N./cm. Yield Force= 123,540 N. Node 15326 Y2 K= 71,234 N./cm. Yield K= 1 N./cm. Yield Force= 123,540 N. ----------------------------------------------------------------------------- From 15327 To 15328 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 15327 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 15327 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 15327 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------- From 15328 To 15329 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 15328 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 15328 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 15328 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 15329 To 15331 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 15329 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 15329 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 15329 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 15331 To 15325 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 15325 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 15325 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 15325 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 15325 To 15330 DZ= 266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 15330 +Y ----------------------------------------------------------------------------- From 1360 To 1423 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm.


127

Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1360 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1360 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1360 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 1423 To 1424 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 1423 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1423 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1423 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1424 To 1425 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 1424 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1424 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1424 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1425 To 1426 DX= .000 mm. DY= .000 mm. DZ= -429.765 mm. RESTRAINTS Node 1425 Z2 K= 340 N./cm. Yield K= 1 N./cm. Yield Force= 589 N. Node 1425 X2 K= 55,960 N./cm. Yield K= 1 N./cm. Yield Force= 97,051 N. Node 1425 Y2 K= 55,960 N./cm. Yield K= 1 N./cm. Yield Force= 97,051 N. ----------------------------------------------------------------------------- From 1426 To 1427 DX= .000 mm. DY= .000 mm. DZ= -429.765 mm. RESTRAINTS Node 1426 Z2 K= 426 N./cm. Yield K= 1 N./cm. Yield Force= 739 N. Node 1426 X2 K= 70,166 N./cm. Yield K= 1 N./cm. Yield Force= 121,688 N. Node 1426 Y2 K= 70,166 N./cm. Yield K= 1 N./cm. Yield Force= 121,688 N. ----------------------------------------------------------------------------- From 1427 To 1428 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 1427 Z2 K= 340 N./cm. Yield K= 1 N./cm. Yield Force= 589 N. Node 1427 X2 K= 55,960 N./cm. Yield K= 1 N./cm. Yield Force= 97,051 N. Node 1427 Y2 K= 55,960 N./cm. Yield K= 1 N./cm. Yield Force= 97,051 N. ----------------------------------------------------------------------------- From 1428 To 1429 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 1428 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1428 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1428 Y2 K= 41,755 N./cm. Yield K= 1 N./cm.


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Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1429 To 16359 DX= .000 mm. DY= .000 mm. DZ= -127.873 mm. RESTRAINTS Node 1429 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1429 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1429 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 16359 To 16360 DX= .000 mm. DY= .000 mm. DZ= -127.873 mm. RESTRAINTS Node 16360 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 16360 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 16360 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 16360 To 16370 DZ= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 16370 +Y ----------------------------------------------------------------------------- From 1347 To 1435 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1347 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1347 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1347 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 1435 To 1436 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1435 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1435 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1435 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------- From 1436 To 17370 DX= 260.510 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1436 X2 K= 256 N./cm. Yield K= 1 N./cm. Yield Force= 444 N. Node 1436 Z2 K= 42,144 N./cm. Yield K= 1 N./cm.


129

Yield Force= 73,089 N. Node 1436 Y2 K= 42,144 N./cm. Yield K= 1 N./cm. Yield Force= 73,089 N. ----------------------------------------------------------------------------- From 17370 To 17371 DX= 189.127 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 17370 X2 K= 223 N./cm. Yield K= 1 N./cm. Yield Force= 386 N. Node 17370 Z2 K= 36,705 N./cm. Yield K= 1 N./cm. Yield Force= 63,657 N. Node 17370 Y2 K= 36,705 N./cm. Yield K= 1 N./cm. Yield Force= 63,657 N. ----------------------------------------------------------------------------- From 17371 To 17372 DX= 189.127 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 17371 X2 K= 187 N./cm. Yield K= 1 N./cm. Yield Force= 325 N. Node 17371 Z2 K= 30,878 N./cm. Yield K= 1 N./cm. Yield Force= 53,552 N. Node 17371 Y2 K= 30,878 N./cm. Yield K= 1 N./cm. Yield Force= 53,552 N. ----------------------------------------------------------------------------- From 17372 To 17379 DX= 127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 17372 X2 K= 220 N./cm. Yield K= 1 N./cm. Yield Force= 382 N. Node 17372 Z2 K= 36,316 N./cm. Yield K= 1 N./cm. Yield Force= 62,983 N. Node 17372 Y2 K= 36,316 N./cm. Yield K= 1 N./cm. Yield Force= 62,983 N. ----------------------------------------------------------------------------- From 17379 To 17380 DX= 127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 17380 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 17380 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 17380 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------- From 17380 To 17390 DX= 266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 17390 +Y ----------------------------------------------------------------------------- From 1380 To 1437 DX= .000 mm. DY= .000 mm. DZ= 268.850 mm. Mill%(-)= .00


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GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1380 Z2 K= 133 N./cm. Yield K= 1 N./cm. Yield Force= 231 N. Node 1380 X2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. Node 1380 Y2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. ----------------------------------------------------------------------------- From 1437 To 1438 DX= .000 mm. DY= .000 mm. DZ= 268.850 mm. RESTRAINTS Node 1437 Z2 K= 266 N./cm. Yield K= 1 N./cm. Yield Force= 462 N. Node 1437 X2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. Node 1437 Y2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. ----------------------------------------------------------------------------- From 1438 To 1439 DX= .000 mm. DY= .000 mm. DZ= 97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1438 Z2 K= 224 N./cm. Yield K= 1 N./cm. Yield Force= 389 N. Node 1438 X2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. Node 1438 Y2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. ----------------------------------------------------------------------------- From 1439 To 18380 DX= 137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1439 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= .7071 .0000 .7071 Node 1439 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 .7071 Node 1439 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------- From 18380 To 18389 DX= 248.375 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 18380 X2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 18380 Z2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 18380 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N.


131

----------------------------------------------------------------------------- From 18389 To 18390 DX= 248.375 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 18390 X2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 18390 Z2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. Node 18390 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. ----------------------------------------------------------------------------- From 18390 To 18400 DX= 266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 18400 +Y SIF's & TEE's 79 80 Node 80 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 134 140 Node 140 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 140 145 Node 145 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 203 210 Node 210 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 268 270 Node 270 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 293 280 Node 280 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 355 350 Node 350 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 377 370 Node 370 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 434 440 Node 440 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 516 490 Node 490 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 569 570 Node 570 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 574 580 Node 580 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 580 590 Node 590 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 855 840 Node 840 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 840 900 Node 900 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 904 910 Node 910 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300


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926 930 Node 930 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 945 950 Node 950 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 951 960 Node 960 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 1244 1250 Node 1250 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 1250 1260 Node 1260 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 1264 1270 Node 1270 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 1300 1310 Node 1310 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 1331 1330 Node 1330 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 1358 1347 Node 1347 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 1367 1360 Node 1360 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 1397 1380 Node 1380 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 1403 1390 Node 1390 <No Type Specified> Sif(in)= 2.300 Sif(out)= 2.300 INPUT UNITS USED... UNITS= NOM/SCH INPUT= ON LENGTH inches x 25.400 = mm. FORCE pounds x 4.448 = N. MASS(dynamics) pounds x 0.454 = kg. MOMENTS(INPUT) inch-pounds x 0.113 = N.m. MOMENTS(OUTPUT) inch-pounds x 0.113 = N.m. STRESS lbs./sq.in. x 6.895 = KPa TEMP. SCALE degrees F. x 0.556 = C PRESSURE psig x 6.895 = KPa ELASTIC MODULUS lbs./sq.in. x 6.895 = KPa PIPE DENSITY lbs./cu.in. x 0.028 = kg./cu.cm. INSULATION DENS. lbs./cu.in. x 0.028 = kg./cu.cm. FLUID DENSITY lbs./cu.in. x 0.028 = kg./cu.cm. TRANSL. STIF lbs./in. x 1.751 = N./cm. ROTATIONAL STIF in.lb./deg. x 0.113 = N.m./deg UNIFORM LOAD lb./in. x 1.751 = N./cm. G LOAD g's x 1.000 = g's WIND LOAD lbs./sq.in. x 6.895 = KPa ELEVATION inches x 0.025 = m. COMPOUND LENGTH inches x 25.400 = mm. DIAMETER inches x 25.400 = mm. WALL THICKNESS inches x 25.400 = mm. SETUP FILE PARAMETERS ------------------------------------------------------------------------------ CONNECT GEOMETRY THRU CNODES = YES MIN ALLOWED BEND ANGLE = 5.00000


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MAX ALLOWED BEND ANGLE = 95.0000 BEND LENGTH ATTACHMENT PERCENT = 1.00000 MIN ANGLE TO ADJACENT BEND PT = 5.00000 LOOP CLOSURE TOLERANCE = 25.4000 mm. THERMAL BOWING HORZ TOLERANCE = 0.100000E-03 AUTO NODE NUMBER INCREMENT= 10.0000 Z AXIS UP= NO USE PRESSURE STIFFENING = DEFAULT ALPHA TOLERANCE = 0.500000E-01 RESLD-FORCE = NO HGR DEF RESWGT STIF = 0.175120E+13 N./cm. DECOMP SNG TOL = 0.100000E+11 BEND AXIAL SHAPE = YES FRICT STIF = 0.175120E+07 N./cm. FRICT NORM FORCE VAR = 0.150000 FRICT ANGLE VAR = 15.0000 FRICT SLIDE MULT = 1.00000 ROD TOLERANCE = 1.00000 ROD INC = 2.00000 INCORE NUMERICAL CHECK = NO OUTCORE NUMERICAL CHECK = NO DEFAULT TRANS RESTRAINT STIFF= 0.175120E+13 N./cm. DEFAULT ROT RESTRAINT STIFF= 0.112980E+12 N.m./deg IGNORE SPRING HANGER STIFFNESS = NO MISSING MASS ZPA = EXTRACTED MIN WALL MILL TOLERANCE = 12.5000 WRC-107 VERSION = MAR 79 1B1/2B1 WRC-107 INTERPOLATION = LAST VALUE DEFAULT AMBIENT TEMPERATURE= 21.1142 C BOURDON PRESSURE= NONE COEFFICIENT OF FRICTION (MU) = 0.000000 INCLUDE SPRG STIF IN HGR OPE = NO INCLUDE INSULATION IN HYDROTEST = NO REDUCED INTERSECTION = B31.1(POST1980) USE WRC329 NO NO REDUCED SIF FOR RFT AND WLT NO B31.1 REDUCED Z FIX = YES CLASS 1 BRANCH FLEX NO ALL STRESS CASES CORRODED = NO ADD TORSION IN SL STRESS = DEFAULT ADD F/A IN STRESS = DEFAULT OCCASIONAL LOAD FACTOR = 0.000000 DEFAULT CODE = B31.3 B31.3 SUS CASE SIF FACTOR = 1.00000 ALLOW USERS BEND SIF = NO USE SCHNEIDER NO YIELD CRITERION STRESS = MAX 3D SHEAR USE PD/4T NO BASE HOOP STRESS ON ? = ID EN13480 USE IN OUTPLANE SIFS= NO LIBERAL EXPANSION ALLOWABLE= YES B31.3 SEC 319.2.3C SAXIAL= NO B31.3 WELDING/CONTOUR TEE ISB16.9 FALSE PRESSURE VARIATION IN EXP CASE= YES


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IMPLEMENT B313 APP-P NO IMPLEMENT B313 CODE CASE 178 NO IGNORE B31.1/B31.3 Wc FACTOR= YES USE FRP SIF = YES USE FRP FLEX = YES BS 7159 Pressure Stiffening= Actual Pressure FRP Property Data File= CAESAR.FRP FRP Emod (axial) = 0.220630E+08 KPa FRP Ratio Gmod/Emod (axial) = 0.250000 FRP Ea/Eh*Vh/a = 0.152730 FRP Laminate Type = THREE FRP Alpha = 21.5980 C FRP Density = 0.185000E-02 kg./cu.cm. EXCLUDE f2 FROM UKOOA BENDING = NO EXECUTION CONTROL PARAMETERS Rigid/ExpJt Print Flag ..... .000 Bourdon Option ............. .000 Loop Closure Flag .......... .000 Thermal Bowing Delta Temp .. .000 C Liberal Allowable Flag ..... .000 Uniform Load Option ........ .000 Ambient Temperature ........ 21.110 C Plastic (FRP) Alpha ........ .213 Plastic (FRP) GMOD/EMODa ... 1.090 Plastic (FRP) Laminate Type. 1.000 Eqn Optimizer .............. .000 Node Selection ............. .000 Eqn Ordering ............... .000 Collins .................... .000 Degree Determination ....... .000 User Eqn Control ........... .000

CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP

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Piping Code: UKOOA = UKOOA (1994) CODE STRESS CHECK PASSED : LOADCASE 1 (HYD) WW+HP Highest Stresses: (KPa ) CodeStress Ratio (%): 59.1 @Node 15320 Code Stress: 49472.7 Allowable: 83750.0 Axial Stress: 28335.8 @Node 11 Bending Stress: 31547.5 @Node 15320 Torsion Stress: 6.0 @Node 1251 Hoop Stress: 117061.0 @Node 15320 3D Max Intensity: 61791.7 @Node 1421

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

10 28335.8 0.0 0.0 56671.7 58989.9 1.000 1.000 28335.8 83750.0 33.8 UKOOA 11 28335.8 0.0 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0 33.8 UKOOA

11 28335.8 0.0 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0 33.8 UKOOA 12 28335.8 0.0 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0 33.8 UKOOA

12 28335.8 0.0 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0 33.8 UKOOA 13 28335.8 0.0 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0 33.8 UKOOA

13 28335.8 0.0 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0 33.8 UKOOA 14 28335.8 0.3 -0.0 56671.7 58989.9 1.000 1.000 28336.0 83750.0 33.8 UKOOA

14 28335.8 0.3 0.0 56671.7 58989.9 1.000 1.000 28336.0 83750.0 33.8 UKOOA 15 28335.8 0.7 -0.0 56671.7 58989.9 1.000 1.000 28336.3 83750.0 33.8 UKOOA


136

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

15 28335.8 0.7 0.0 56671.7 58989.9 1.000 1.000 28336.3 83750.0 33.8 UKOOA 16 28335.8 12.0 -0.0 56671.7 58989.9 1.000 1.000 28343.9 83750.0 33.8 UKOOA

16 28335.8 12.0 0.0 56671.7 58989.9 1.000 1.000 28343.9 83750.0 33.8 UKOOA 17 28335.8 25.1 0.0 56671.7 58989.9 1.000 1.000 28352.7 83750.0 33.9 UKOOA

17 28335.8 25.1 0.0 56671.7 58989.9 1.000 1.000 28352.7 83750.0 33.9 UKOOA 18 28335.8 23.2 -0.0 56671.7 58989.9 1.000 1.000 28351.4 83750.0 33.9 UKOOA

18 28335.8 23.2 0.0 56671.7 58989.9 1.000 1.000 28351.4 83750.0 33.9 UKOOA 19 28335.8 12.8 -0.0 56671.7 58989.9 1.000 1.000 28344.5 83750.0 33.8 UKOOA

19 28335.8 12.8 0.0 56671.7 58989.9 1.000 1.000 28344.5 83750.0 33.8 UKOOA 20 28335.8 48.9 -0.0 56671.7 58989.9 1.000 1.000 28368.6 83750.0 33.9 UKOOA

20 28335.8 48.9 0.0 56671.7 58989.9 1.000 1.000 28368.6 83750.0 33.9 UKOOA 30 28335.8 200.8 -0.0 56671.7 58989.9 1.000 1.000 28470.4 83750.0 34.0 UKOOA

50 28335.8 200.8 0.0 56671.7 58989.9 1.000 1.000 28470.4 83750.0 34.0 UKOOA 60 28335.8 48.9 -0.0 56671.7 58989.9 1.000 1.000 28368.6 83750.0 33.9 UKOOA

60 28335.8 48.9 0.0 56671.7 58989.9 1.000 1.000 28368.6 83750.0 33.9 UKOOA 61 28335.8 23.2 -0.0 56671.7 58989.9 1.000 1.000 28351.4 83750.0 33.9 UKOOA

61 28335.8 23.2 0.0 56671.7 58989.9 1.000 1.000 28351.4 83750.0 33.9 UKOOA 62 28335.8 25.1 -0.0 56671.7 58989.9 1.000 1.000 28352.7 83750.0 33.9 UKOOA

62 28335.8 25.1 0.0 56671.7 58989.9 1.000 1.000 28352.7 83750.0 33.9 UKOOA 63 28335.8 12.3 -0.0 56671.7 58989.9 1.000 1.000 28344.1 83750.0 33.8 UKOOA

63 28335.8 12.3 0.0 56671.7 58989.9 1.000 1.000 28344.1 83750.0 33.8 UKOOA


137

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

64 28335.8 26.2 -0.0 56671.7 58989.9 1.000 1.000 28353.4 83750.0 33.9 UKOOA

64 28335.8 26.2 0.0 56671.7 58989.9 1.000 1.000 28353.4 83750.0 33.9 UKOOA 65 28335.8 62.8 -0.0 56671.7 58989.9 1.000 1.000 28377.9 83750.0 33.9 UKOOA

65 28335.8 62.8 0.0 56671.7 58989.9 1.000 1.000 28377.9 83750.0 33.9 UKOOA 66 28335.8 230.2 -0.0 56671.7 58989.9 1.000 1.000 28490.1 83750.0 34.0 UKOOA

66 28335.8 230.2 0.0 56671.7 58989.9 1.000 1.000 28490.1 83750.0 34.0 UKOOA 67 28335.8 1212.7 -0.0 56671.7 58989.9 1.000 1.000 29148.4 83750.0 34.8 UKOOA

67 28335.8 1212.7 0.0 56671.7 58989.9 1.000 1.000 29148.4 83750.0 34.8 UKOOA 68 28335.8 4383.5 -0.0 56671.7 58989.9 1.000 1.000 31272.8 83750.0 37.3 UKOOA

68 28335.8 4383.5 0.0 56671.7 58989.9 1.000 1.000 31272.8 83750.0 37.3 UKOOA 69 28335.8 8117.3 -0.0 56671.7 58989.9 1.000 1.000 33774.4 83750.0 40.3 UKOOA

69 28335.8 8117.3 0.0 56671.7 58989.9 1.000 1.000 33774.4 83750.0 40.3 UKOOA 71 28335.8 4466.0 -0.0 56671.7 58989.9 1.000 1.000 31328.1 83750.0 37.4 UKOOA

71 28335.8 9510.4 0.0 75922.3 58989.9 2.129 2.440 34707.8 83750.0 41.4 UKOOA 72 28335.8 9228.2 -0.4 75381.7 58989.9 2.129 2.440 34518.7 83750.0 41.2 UKOOA

72 28335.8 9228.2 0.4 75381.7 58989.9 2.129 2.440 34518.7 83750.0 41.2 UKOOA 70 28335.8 13013.4 -0.7 82633.4 58989.9 2.129 2.440 37054.8 83750.0 44.2 UKOOA

70 28335.8 6111.1 0.7 56671.7 58989.9 1.000 1.000 32430.3 83750.0 38.7 UKOOA 73 28335.8 595.5 -0.7 56671.7 58989.9 1.000 1.000 28734.8 83750.0 34.3 UKOOA

73 28335.8 595.5 0.7 56671.7 58989.9 1.000 1.000 28734.8 83750.0 34.3 UKOOA 74 28335.8 1632.8 -0.7 56671.7 58989.9 1.000 1.000 29429.8 83750.0 35.1 UKOOA


138

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

74 28335.8 1632.8 0.7 56671.7 58989.9 1.000 1.000 29429.8 83750.0 35.1 UKOOA 75 28335.8 967.4 -0.7 56671.7 58989.9 1.000 1.000 28984.0 83750.0 34.6 UKOOA

75 28335.8 967.4 0.7 56671.7 58989.9 1.000 1.000 28984.0 83750.0 34.6 UKOOA 76 28335.8 35.0 -0.7 56671.7 58989.9 1.000 1.000 28359.3 83750.0 33.9 UKOOA

76 28335.8 35.0 0.7 56671.7 58989.9 1.000 1.000 28359.3 83750.0 33.9 UKOOA 77 28335.8 8.1 -0.7 56671.7 58989.9 1.000 1.000 28341.2 83750.0 33.8 UKOOA

77 28335.8 8.1 0.7 56671.7 58989.9 1.000 1.000 28341.2 83750.0 33.8 UKOOA 78 28335.8 7.6 -0.7 56671.7 58989.9 1.000 1.000 28340.9 83750.0 33.8 UKOOA

78 28335.8 7.6 0.7 56671.7 58989.9 1.000 1.000 28340.9 83750.0 33.8 UKOOA 79 28335.8 7.3 -0.7 56671.7 58989.9 1.000 1.000 28340.8 83750.0 33.8 UKOOA

79 28335.8 7.3 0.7 56671.7 58989.9 1.000 1.000 28340.8 83750.0 33.8 UKOOA 80 28335.8 51.1 -0.7 56671.7 58989.9 2.300 2.300 28370.1 83750.0 33.9 UKOOA

80 28335.8 12191.0 0.0 56671.7 58989.9 1.000 1.000 36503.8 83750.0 43.6 UKOOA 81 28335.8 679.2 -0.0 56671.7 58989.9 1.000 1.000 28790.9 83750.0 34.4 UKOOA

81 28335.8 679.2 0.0 56671.7 58989.9 1.000 1.000 28790.9 83750.0 34.4 UKOOA 89 28335.8 599.0 -0.0 56671.7 58989.9 1.000 1.000 28737.2 83750.0 34.3 UKOOA

89 28335.8 599.0 0.0 56671.7 58989.9 1.000 1.000 28737.2 83750.0 34.3 UKOOA 90 28335.8 1877.2 -0.0 56671.7 58989.9 1.000 1.000 29593.5 83750.0 35.3 UKOOA

90 28335.8 1877.2 0.0 56671.7 58989.9 1.000 1.000 29593.5 83750.0 35.3 UKOOA

100 28335.8 1452.7 -0.0 56671.7 58989.9 1.000 1.000 29309.2 83750.0 35.0 UKOOA


139

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

120 28335.8 1046.7 0.0 56671.7 58989.9 1.000 1.000 29037.1 83750.0 34.7 UKOOA 130 28335.8 294.6 -0.0 56671.7 58989.9 1.000 1.000 28533.2 83750.0 34.1 UKOOA

130 28335.8 294.6 0.0 56671.7 58989.9 1.000 1.000 28533.2 83750.0 34.1 UKOOA 131 28335.8 82.9 -0.0 56671.7 58989.9 1.000 1.000 28391.4 83750.0 33.9 UKOOA

131 28335.8 82.9 0.0 56671.7 58989.9 1.000 1.000 28391.4 83750.0 33.9 UKOOA 132 28335.8 47.6 -0.0 56671.7 58989.9 1.000 1.000 28367.7 83750.0 33.9 UKOOA

132 28335.8 47.6 0.0 56671.7 58989.9 1.000 1.000 28367.7 83750.0 33.9 UKOOA 133 28335.8 116.4 -0.0 56671.7 58989.9 1.000 1.000 28413.9 83750.0 33.9 UKOOA

133 28335.8 116.4 0.0 56671.7 58989.9 1.000 1.000 28413.9 83750.0 33.9 UKOOA 134 28335.8 340.2 -0.0 56671.7 58989.9 1.000 1.000 28563.8 83750.0 34.1 UKOOA

134 28335.8 340.2 0.0 56671.7 58989.9 1.000 1.000 28563.8 83750.0 34.1 UKOOA 140 28335.8 598.9 -0.0 56671.7 58989.9 2.300 2.300 28737.1 83750.0 34.3 UKOOA

140 28335.8 232.6 0.0 56671.7 58989.9 1.000 1.000 28491.7 83750.0 34.0 UKOOA 145 28335.8 355.7 -0.0 56671.7 58989.9 2.300 2.300 28574.2 83750.0 34.1 UKOOA

145 28335.8 1.6 0.0 56671.7 58989.9 1.000 1.000 28336.9 83750.0 33.8 UKOOA 146 28335.8 0.4 -0.0 56671.7 58989.9 1.000 1.000 28336.1 83750.0 33.8 UKOOA

146 28335.8 0.4 0.0 56671.7 58989.9 1.000 1.000 28336.1 83750.0 33.8 UKOOA 147 28335.8 0.1 -0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0 33.8 UKOOA

147 28335.8 0.1 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0 33.8 UKOOA 148 28335.8 0.1 -0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0 33.8 UKOOA

148 28335.8 0.1 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0 33.8 UKOOA


140

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

149 28335.8 0.3 -0.0 56671.7 58989.9 1.000 1.000 28336.0 83750.0 33.8 UKOOA

149 28335.8 0.3 0.0 56671.7 58989.9 1.000 1.000 28336.0 83750.0 33.8 UKOOA 151 28335.8 1.1 -0.0 56671.7 58989.9 1.000 1.000 28336.6 83750.0 33.8 UKOOA

151 28335.8 1.1 0.0 56671.7 58989.9 1.000 1.000 28336.6 83750.0 33.8 UKOOA 152 28335.8 6.1 -0.0 56671.7 58989.9 1.000 1.000 28339.9 83750.0 33.8 UKOOA

152 28335.8 6.1 0.0 56671.7 58989.9 1.000 1.000 28339.9 83750.0 33.8 UKOOA 153 28335.8 28.6 -0.0 56671.7 58989.9 1.000 1.000 28355.0 83750.0 33.9 UKOOA

153 28335.8 28.6 0.0 56671.7 58989.9 1.000 1.000 28355.0 83750.0 33.9 UKOOA 154 28335.8 158.9 -0.0 56671.7 58989.9 1.000 1.000 28442.3 83750.0 34.0 UKOOA

154 28335.8 158.9 0.0 56671.7 58989.9 1.000 1.000 28442.3 83750.0 34.0 UKOOA 155 28335.8 1469.6 -0.0 56671.7 58989.9 1.000 1.000 29320.5 83750.0 35.0 UKOOA

155 28335.8 1469.6 0.0 56671.7 58989.9 1.000 1.000 29320.5 83750.0 35.0 UKOOA 156 28335.8 3776.5 -0.0 56671.7 58989.9 1.000 1.000 30866.1 83750.0 36.9 UKOOA

156 28335.8 3776.5 0.0 56671.7 58989.9 1.000 1.000 30866.1 83750.0 36.9 UKOOA 157 28335.8 4987.3 -0.0 56671.7 58989.9 1.000 1.000 31677.3 83750.0 37.8 UKOOA

157 28335.8 4987.3 0.0 56671.7 58989.9 1.000 1.000 31677.3 83750.0 37.8 UKOOA 158 28335.8 2578.2 -0.0 56671.7 58989.9 1.000 1.000 30063.2 83750.0 35.9 UKOOA

158 28335.8 5490.2 0.0 68220.6 58989.9 2.129 2.440 32014.3 83750.0 38.2 UKOOA 159 28335.8 12676.7 -0.1 81988.4 58989.9 2.129 2.440 36829.3 83750.0 44.0 UKOOA

159 28335.8 12676.7 0.1 81988.4 58989.9 2.129 2.440 36829.3 83750.0 44.0 UKOOA 150 28335.8 516.3 -0.1 58691.8 58989.9 2.129 2.440 28681.8 83750.0 34.2 UKOOA


141

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

150 28335.8 242.5 0.1 56671.7 58989.9 1.000 1.000 28498.3 83750.0 34.0 UKOOA 161 28335.8 6939.7 -0.1 56671.7 58989.9 1.000 1.000 32985.4 83750.0 39.4 UKOOA

161 28335.8 6939.7 0.1 56671.7 58989.9 1.000 1.000 32985.4 83750.0 39.4 UKOOA 162 28335.8 4526.6 -0.1 56671.7 58989.9 1.000 1.000 31368.7 83750.0 37.5 UKOOA

162 28335.8 4526.6 0.1 56671.7 58989.9 1.000 1.000 31368.7 83750.0 37.5 UKOOA 163 28335.8 251.6 -0.1 56671.7 58989.9 1.000 1.000 28504.4 83750.0 34.0 UKOOA

163 28335.8 251.6 0.1 56671.7 58989.9 1.000 1.000 28504.4 83750.0 34.0 UKOOA 164 28335.8 283.7 -0.1 56671.7 58989.9 1.000 1.000 28525.9 83750.0 34.1 UKOOA

164 28335.8 283.7 0.1 56671.7 58989.9 1.000 1.000 28525.9 83750.0 34.1 UKOOA 165 28335.8 253.1 -0.1 56671.7 58989.9 1.000 1.000 28505.4 83750.0 34.0 UKOOA

165 28335.8 253.1 0.1 56671.7 58989.9 1.000 1.000 28505.4 83750.0 34.0 UKOOA 160 28335.8 228.2 -0.1 56671.7 58989.9 1.000 1.000 28488.7 83750.0 34.0 UKOOA

160 28335.8 228.2 0.1 56671.7 58989.9 1.000 1.000 28488.7 83750.0 34.0 UKOOA 170 28335.8 214.7 -0.1 56671.7 58989.9 1.000 1.000 28479.7 83750.0 34.0 UKOOA

190 28335.8 201.0 0.1 56671.7 58989.9 1.000 1.000 28470.5 83750.0 34.0 UKOOA 200 28335.8 142.1 -0.1 56671.7 58989.9 1.000 1.000 28431.0 83750.0 33.9 UKOOA

200 28335.8 142.1 0.1 56671.7 58989.9 1.000 1.000 28431.0 83750.0 33.9 UKOOA 201 28335.8 158.4 -0.1 56671.7 58989.9 1.000 1.000 28442.0 83750.0 34.0 UKOOA

201 28335.8 158.4 0.1 56671.7 58989.9 1.000 1.000 28442.0 83750.0 34.0 UKOOA 202 28335.8 617.2 -0.1 56671.7 58989.9 1.000 1.000 28749.4 83750.0 34.3 UKOOA


142

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

202 28335.8 617.2 0.1 56671.7 58989.9 1.000 1.000 28749.4 83750.0 34.3 UKOOA 203 28335.8 1156.5 -0.1 56671.7 58989.9 1.000 1.000 29110.7 83750.0 34.8 UKOOA

203 28335.8 1156.5 0.1 56671.7 58989.9 1.000 1.000 29110.7 83750.0 34.8 UKOOA 210 28335.8 1843.5 -0.1 56671.7 58989.9 2.300 2.300 29571.0 83750.0 35.3 UKOOA

210 28335.8 4686.2 0.1 56671.7 58989.9 1.000 1.000 31475.6 83750.0 37.6 UKOOA 211 28335.8 1332.6 -0.1 56671.7 58989.9 1.000 1.000 29228.7 83750.0 34.9 UKOOA

211 28335.8 1332.6 0.1 56671.7 58989.9 1.000 1.000 29228.7 83750.0 34.9 UKOOA 212 28335.8 915.9 -0.1 56671.7 58989.9 1.000 1.000 28949.5 83750.0 34.6 UKOOA

212 28335.8 915.9 0.1 56671.7 58989.9 1.000 1.000 28949.5 83750.0 34.6 UKOOA 213 28335.8 298.3 -0.1 56671.7 58989.9 1.000 1.000 28535.7 83750.0 34.1 UKOOA

213 28335.8 298.3 0.1 56671.7 58989.9 1.000 1.000 28535.7 83750.0 34.1 UKOOA 219 28335.8 176.1 -0.1 56671.7 58989.9 1.000 1.000 28453.8 83750.0 34.0 UKOOA

219 28335.8 176.1 0.1 56671.7 58989.9 1.000 1.000 28453.8 83750.0 34.0 UKOOA 220 28335.8 72.7 -0.1 56671.7 58989.9 1.000 1.000 28384.6 83750.0 33.9 UKOOA

220 28335.8 72.7 0.1 56671.7 58989.9 1.000 1.000 28384.6 83750.0 33.9 UKOOA 230 28335.8 201.2 -0.1 56671.7 58989.9 1.000 1.000 28470.6 83750.0 34.0 UKOOA

250 28335.8 200.9 0.1 56671.7 58989.9 1.000 1.000 28470.4 83750.0 34.0 UKOOA 260 28335.8 61.1 -0.1 56671.7 58989.9 1.000 1.000 28376.8 83750.0 33.9 UKOOA

260 28335.8 61.1 0.1 56671.7 58989.9 1.000 1.000 28376.8 83750.0 33.9 UKOOA 261 28335.8 25.8 -0.1 56671.7 58989.9 1.000 1.000 28353.1 83750.0 33.9 UKOOA

261 28335.8 25.8 0.1 56671.7 58989.9 1.000 1.000 28353.1 83750.0 33.9 UKOOA


143

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

262 28335.8 25.1 -0.1 56671.7 58989.9 1.000 1.000 28352.6 83750.0 33.9 UKOOA

262 28335.8 25.1 0.1 56671.7 58989.9 1.000 1.000 28352.6 83750.0 33.9 UKOOA 263 28335.8 12.1 -0.1 56671.7 58989.9 1.000 1.000 28344.0 83750.0 33.8 UKOOA

263 28335.8 12.1 0.1 56671.7 58989.9 1.000 1.000 28344.0 83750.0 33.8 UKOOA 264 28335.8 1.1 -0.1 56671.7 58989.9 1.000 1.000 28336.6 83750.0 33.8 UKOOA

264 28335.8 1.1 0.1 56671.7 58989.9 1.000 1.000 28336.6 83750.0 33.8 UKOOA 265 28335.8 1.2 -0.1 56671.7 58989.9 1.000 1.000 28336.7 83750.0 33.8 UKOOA

265 28335.8 1.2 0.1 56671.7 58989.9 1.000 1.000 28336.7 83750.0 33.8 UKOOA 266 28335.8 3.4 -0.1 56671.7 58989.9 1.000 1.000 28338.1 83750.0 33.8 UKOOA

266 28335.8 3.4 0.1 56671.7 58989.9 1.000 1.000 28338.1 83750.0 33.8 UKOOA 267 28335.8 10.5 -0.1 56671.7 58989.9 1.000 1.000 28342.9 83750.0 33.8 UKOOA

267 28335.8 10.5 0.1 56671.7 58989.9 1.000 1.000 28342.9 83750.0 33.8 UKOOA 268 28335.8 32.4 -0.1 56671.7 58989.9 1.000 1.000 28357.6 83750.0 33.9 UKOOA

268 28335.8 32.4 0.1 56671.7 58989.9 1.000 1.000 28357.6 83750.0 33.9 UKOOA 270 28335.8 274.3 -0.1 56671.7 58989.9 2.300 2.300 28519.6 83750.0 34.1 UKOOA

270 28335.8 449.9 -0.6 56671.7 58989.9 1.000 1.000 28637.3 83750.0 34.2 UKOOA 271 28335.8 127.6 0.6 56671.7 58989.9 1.000 1.000 28421.3 83750.0 33.9 UKOOA

271 28335.8 127.6 -0.6 56671.7 58989.9 1.000 1.000 28421.3 83750.0 33.9 UKOOA 272 28335.8 118.0 0.6 56671.7 58989.9 1.000 1.000 28414.9 83750.0 33.9 UKOOA

272 28335.8 118.0 -0.6 56671.7 58989.9 1.000 1.000 28414.9 83750.0 33.9 UKOOA 273 28335.8 1106.6 0.6 56671.7 58989.9 1.000 1.000 29077.3 83750.0 34.7 UKOOA


144

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

273 28335.8 1106.6 -0.6 56671.7 58989.9 1.000 1.000 29077.3 83750.0 34.7 UKOOA 274 28335.8 2743.8 0.6 56671.7 58989.9 1.000 1.000 30174.2 83750.0 36.0 UKOOA

274 28335.8 2743.8 -0.6 56671.7 58989.9 1.000 1.000 30174.2 83750.0 36.0 UKOOA 277 28335.8 3453.9 0.6 56671.7 58989.9 1.000 1.000 30649.9 83750.0 36.6 UKOOA

277 28335.8 3453.9 -0.6 56671.7 58989.9 1.000 1.000 30649.9 83750.0 36.6 UKOOA 281 28335.8 2410.7 0.6 56671.7 58989.9 1.000 1.000 29951.0 83750.0 35.8 UKOOA

281 28335.8 6181.0 -0.6 69660.3 58989.9 2.564 2.938 32477.1 83750.0 38.8 UKOOA 282 28335.8 11381.1 0.5 79377.5 58989.9 2.564 2.938 35961.2 83750.0 42.9 UKOOA

282 28335.8 11381.1 -0.5 79377.5 58989.9 2.564 2.938 35961.2 83750.0 42.9 UKOOA 275 28335.8 2851.0 0.4 63437.8 58989.9 2.564 2.938 30246.0 83750.0 36.1 UKOOA

275 28335.8 1111.9 -0.4 56671.7 58989.9 1.000 1.000 29080.8 83750.0 34.7 UKOOA 278 28335.8 4908.3 0.4 56671.7 58989.9 1.000 1.000 31624.4 83750.0 37.8 UKOOA

278 28335.8 4908.3 -0.4 56671.7 58989.9 1.000 1.000 31624.4 83750.0 37.8 UKOOA 279 28335.8 2541.8 0.4 56671.7 58989.9 1.000 1.000 30038.8 83750.0 35.9 UKOOA

279 28335.8 2541.8 -0.4 56671.7 58989.9 1.000 1.000 30038.8 83750.0 35.9 UKOOA 283 28335.8 2362.2 0.4 56671.7 58989.9 1.000 1.000 29918.5 83750.0 35.7 UKOOA

283 28335.8 2362.2 -0.4 56671.7 58989.9 1.000 1.000 29918.5 83750.0 35.7 UKOOA 284 28335.8 4609.2 0.4 56671.7 58989.9 1.000 1.000 31424.0 83750.0 37.5 UKOOA

284 28335.8 4609.2 -0.4 56671.7 58989.9 1.000 1.000 31424.0 83750.0 37.5 UKOOA 285 28335.8 1330.9 0.4 56671.7 58989.9 1.000 1.000 29227.6 83750.0 34.9 UKOOA


145

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

285 28335.8 3412.4 -0.4 64486.9 58989.9 2.564 2.938 30622.2 83750.0 36.6 UKOOA 286 28335.8 11307.4 0.2 79239.7 58989.9 2.564 2.938 35911.8 83750.0 42.9 UKOOA

286 28335.8 11307.4 -0.2 79239.7 58989.9 2.564 2.938 35911.8 83750.0 42.9 UKOOA 276 28335.8 5544.7 0.1 68471.4 58989.9 2.564 2.938 32050.8 83750.0 38.3 UKOOA

276 28335.8 2162.5 -0.1 56671.7 58989.9 1.000 1.000 29784.8 83750.0 35.6 UKOOA 287 28335.8 3715.2 0.1 56671.7 58989.9 1.000 1.000 30825.0 83750.0 36.8 UKOOA

287 28335.8 3715.2 -0.1 56671.7 58989.9 1.000 1.000 30825.0 83750.0 36.8 UKOOA 288 28335.8 2862.5 0.1 56671.7 58989.9 1.000 1.000 30253.7 83750.0 36.1 UKOOA

288 28335.8 2862.5 -0.1 56671.7 58989.9 1.000 1.000 30253.7 83750.0 36.1 UKOOA 289 28335.8 1127.9 0.1 56671.7 58989.9 1.000 1.000 29091.6 83750.0 34.7 UKOOA

289 28335.8 1127.9 -0.1 56671.7 58989.9 1.000 1.000 29091.6 83750.0 34.7 UKOOA 291 28335.8 117.7 0.1 56671.7 58989.9 1.000 1.000 28414.7 83750.0 33.9 UKOOA

291 28335.8 117.7 -0.1 56671.7 58989.9 1.000 1.000 28414.7 83750.0 33.9 UKOOA 292 28335.8 18.6 0.1 56671.7 58989.9 1.000 1.000 28348.3 83750.0 33.8 UKOOA

292 28335.8 18.6 -0.1 56671.7 58989.9 1.000 1.000 28348.3 83750.0 33.8 UKOOA 293 28335.8 8.3 0.1 56671.7 58989.9 1.000 1.000 28341.4 83750.0 33.8 UKOOA

293 28335.8 8.3 -0.1 56671.7 58989.9 1.000 1.000 28341.4 83750.0 33.8 UKOOA 280 28335.8 22.6 0.1 56671.7 58989.9 2.300 2.300 28351.0 83750.0 33.9 UKOOA

280 28335.8 131.0 -0.6 56671.7 58989.9 1.000 1.000 28423.6 83750.0 33.9 UKOOA 294 28335.8 108.5 0.6 56671.7 58989.9 1.000 1.000 28408.5 83750.0 33.9 UKOOA

294 28335.8 108.5 -0.6 56671.7 58989.9 1.000 1.000 28408.5 83750.0 33.9 UKOOA


146

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

295 28335.8 17.8 0.6 56671.7 58989.9 1.000 1.000 28347.8 83750.0 33.8 UKOOA

295 28335.8 17.8 -0.6 56671.7 58989.9 1.000 1.000 28347.8 83750.0 33.8 UKOOA 296 28335.8 25.5 0.6 56671.7 58989.9 1.000 1.000 28352.9 83750.0 33.9 UKOOA

296 28335.8 25.5 -0.6 56671.7 58989.9 1.000 1.000 28352.9 83750.0 33.9 UKOOA 297 28335.8 23.8 0.6 56671.7 58989.9 1.000 1.000 28351.8 83750.0 33.9 UKOOA

297 28335.8 23.8 -0.6 56671.7 58989.9 1.000 1.000 28351.8 83750.0 33.9 UKOOA 298 28335.8 13.4 0.6 56671.7 58989.9 1.000 1.000 28344.8 83750.0 33.8 UKOOA

298 28335.8 13.4 -0.6 56671.7 58989.9 1.000 1.000 28344.8 83750.0 33.8 UKOOA 290 28335.8 48.9 0.6 56671.7 58989.9 1.000 1.000 28368.6 83750.0 33.9 UKOOA

290 28335.8 48.9 -0.6 56671.7 58989.9 1.000 1.000 28368.6 83750.0 33.9 UKOOA 300 28335.8 200.8 0.6 56671.7 58989.9 1.000 1.000 28470.4 83750.0 34.0 UKOOA

320 28335.8 200.8 -0.6 56671.7 58989.9 1.000 1.000 28470.4 83750.0 34.0 UKOOA 330 28335.8 48.9 0.6 56671.7 58989.9 1.000 1.000 28368.6 83750.0 33.9 UKOOA

330 28335.8 48.9 -0.6 56671.7 58989.9 1.000 1.000 28368.6 83750.0 33.9 UKOOA 331 28335.8 23.2 0.6 56671.7 58989.9 1.000 1.000 28351.4 83750.0 33.9 UKOOA

331 28335.8 23.2 -0.6 56671.7 58989.9 1.000 1.000 28351.4 83750.0 33.9 UKOOA 332 28335.8 25.1 0.6 56671.7 58989.9 1.000 1.000 28352.6 83750.0 33.9 UKOOA

332 28335.8 25.1 -0.6 56671.7 58989.9 1.000 1.000 28352.6 83750.0 33.9 UKOOA 333 28335.8 11.9 0.6 56671.7 58989.9 1.000 1.000 28343.8 83750.0 33.8 UKOOA

333 28335.8 11.9 -0.6 56671.7 58989.9 1.000 1.000 28343.8 83750.0 33.8 UKOOA 334 28335.8 1.6 0.6 56671.7 58989.9 1.000 1.000 28336.9 83750.0 33.8 UKOOA


147

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

334 28335.8 1.6 -0.6 56671.7 58989.9 1.000 1.000 28336.9 83750.0 33.8 UKOOA 335 28335.8 3.4 0.6 56671.7 58989.9 1.000 1.000 28338.1 83750.0 33.8 UKOOA

335 28335.8 3.4 -0.6 56671.7 58989.9 1.000 1.000 28338.1 83750.0 33.8 UKOOA 336 28335.8 9.4 0.6 56671.7 58989.9 1.000 1.000 28342.1 83750.0 33.8 UKOOA

336 28335.8 9.4 -0.6 56671.7 58989.9 1.000 1.000 28342.1 83750.0 33.8 UKOOA 337 28335.8 34.2 0.6 56671.7 58989.9 1.000 1.000 28358.7 83750.0 33.9 UKOOA

337 28335.8 34.2 -0.6 56671.7 58989.9 1.000 1.000 28358.7 83750.0 33.9 UKOOA 338 28335.8 196.8 0.6 56671.7 58989.9 1.000 1.000 28467.7 83750.0 34.0 UKOOA

338 28335.8 196.8 -0.6 56671.7 58989.9 1.000 1.000 28467.7 83750.0 34.0 UKOOA 339 28335.8 1586.4 0.6 56671.7 58989.9 1.000 1.000 29398.7 83750.0 35.1 UKOOA

339 28335.8 1586.4 -0.6 56671.7 58989.9 1.000 1.000 29398.7 83750.0 35.1 UKOOA 341 28335.8 4390.3 0.6 56671.7 58989.9 1.000 1.000 31277.3 83750.0 37.3 UKOOA

341 28335.8 4390.3 -0.6 56671.7 58989.9 1.000 1.000 31277.3 83750.0 37.3 UKOOA 342 28335.8 6371.6 0.6 56671.7 58989.9 1.000 1.000 32604.8 83750.0 38.9 UKOOA

342 28335.8 6371.6 -0.6 56671.7 58989.9 1.000 1.000 32604.8 83750.0 38.9 UKOOA 343 28335.8 1160.8 0.6 56671.7 58989.9 1.000 1.000 29113.6 83750.0 34.8 UKOOA

343 28335.8 2471.9 -0.6 62438.3 58989.9 2.129 2.440 29992.0 83750.0 35.8 UKOOA 344 28335.8 13337.3 0.3 83254.0 58989.9 2.129 2.440 37271.9 83750.0 44.5 UKOOA

344 28335.8 13337.3 -0.3 83254.0 58989.9 2.129 2.440 37271.9 83750.0 44.5 UKOOA 340 28335.8 2681.6 0.0 62840.0 58989.9 2.129 2.440 30132.5 83750.0 36.0 UKOOA


148

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

340 28335.8 1259.3 -0.0 56671.7 58989.9 1.000 1.000 29179.6 83750.0 34.8 UKOOA 345 28335.8 6301.4 0.0 56671.7 58989.9 1.000 1.000 32557.8 83750.0 38.9 UKOOA

345 28335.8 6301.4 -0.0 56671.7 58989.9 1.000 1.000 32557.8 83750.0 38.9 UKOOA 346 28335.8 4364.6 0.0 56671.7 58989.9 1.000 1.000 31260.2 83750.0 37.3 UKOOA

346 28335.8 4364.6 -0.0 56671.7 58989.9 1.000 1.000 31260.2 83750.0 37.3 UKOOA 347 28335.8 1584.1 0.0 56671.7 58989.9 1.000 1.000 29397.2 83750.0 35.1 UKOOA

347 28335.8 1584.1 -0.0 56671.7 58989.9 1.000 1.000 29397.2 83750.0 35.1 UKOOA 348 28335.8 195.6 0.0 56671.7 58989.9 1.000 1.000 28466.9 83750.0 34.0 UKOOA

348 28335.8 195.6 -0.0 56671.7 58989.9 1.000 1.000 28466.9 83750.0 34.0 UKOOA 349 28335.8 35.3 0.0 56671.7 58989.9 1.000 1.000 28359.5 83750.0 33.9 UKOOA

349 28335.8 35.3 -0.0 56671.7 58989.9 1.000 1.000 28359.5 83750.0 33.9 UKOOA 351 28335.8 7.5 0.0 56671.7 58989.9 1.000 1.000 28340.9 83750.0 33.8 UKOOA

351 28335.8 7.5 -0.0 56671.7 58989.9 1.000 1.000 28340.9 83750.0 33.8 UKOOA 352 28335.8 1.2 0.0 56671.7 58989.9 1.000 1.000 28336.7 83750.0 33.8 UKOOA

352 28335.8 1.2 -0.0 56671.7 58989.9 1.000 1.000 28336.7 83750.0 33.8 UKOOA 353 28335.8 0.1 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0 33.8 UKOOA

353 28335.8 0.1 -0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0 33.8 UKOOA 354 28335.8 1.6 0.0 56671.7 58989.9 1.000 1.000 28336.9 83750.0 33.8 UKOOA

354 28335.8 1.6 -0.0 56671.7 58989.9 1.000 1.000 28336.9 83750.0 33.8 UKOOA 355 28335.8 6.6 0.0 56671.7 58989.9 1.000 1.000 28340.2 83750.0 33.8 UKOOA

355 28335.8 6.6 -0.0 56671.7 58989.9 1.000 1.000 28340.2 83750.0 33.8 UKOOA


149

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

350 28335.8 56.4 0.0 56671.7 58989.9 2.300 2.300 28373.6 83750.0 33.9 UKOOA

350 28335.8 26.4 -0.0 56671.7 58989.9 1.000 1.000 28353.6 83750.0 33.9 UKOOA 356 28335.8 7.6 0.0 56671.7 58989.9 1.000 1.000 28340.9 83750.0 33.8 UKOOA

356 28335.8 7.6 -0.0 56671.7 58989.9 1.000 1.000 28340.9 83750.0 33.8 UKOOA 357 28335.8 3.9 0.0 56671.7 58989.9 1.000 1.000 28338.5 83750.0 33.8 UKOOA

357 28335.8 3.9 -0.0 56671.7 58989.9 1.000 1.000 28338.5 83750.0 33.8 UKOOA 358 28335.8 8.4 0.0 56671.7 58989.9 1.000 1.000 28341.5 83750.0 33.8 UKOOA

358 28335.8 8.4 -0.0 56671.7 58989.9 1.000 1.000 28341.5 83750.0 33.8 UKOOA 359 28335.8 35.9 0.0 56671.7 58989.9 1.000 1.000 28359.9 83750.0 33.9 UKOOA

359 28335.8 35.9 -0.0 56671.7 58989.9 1.000 1.000 28359.9 83750.0 33.9 UKOOA 361 28335.8 196.9 0.0 56671.7 58989.9 1.000 1.000 28467.8 83750.0 34.0 UKOOA

361 28335.8 196.9 -0.0 56671.7 58989.9 1.000 1.000 28467.8 83750.0 34.0 UKOOA 362 28335.8 1588.4 0.0 56671.7 58989.9 1.000 1.000 29400.0 83750.0 35.1 UKOOA

362 28335.8 1588.4 -0.0 56671.7 58989.9 1.000 1.000 29400.0 83750.0 35.1 UKOOA 363 28335.8 4385.1 0.0 56671.7 58989.9 1.000 1.000 31273.9 83750.0 37.3 UKOOA

363 28335.8 4385.1 -0.0 56671.7 58989.9 1.000 1.000 31273.9 83750.0 37.3 UKOOA 364 28335.8 6345.5 0.0 56671.7 58989.9 1.000 1.000 32587.4 83750.0 38.9 UKOOA

364 28335.8 6345.5 -0.0 56671.7 58989.9 1.000 1.000 32587.4 83750.0 38.9 UKOOA 365 28335.8 1219.1 0.0 56671.7 58989.9 1.000 1.000 29152.6 83750.0 34.8 UKOOA

365 28335.8 2596.1 -0.0 62676.1 58989.9 2.129 2.440 30075.2 83750.0 35.9 UKOOA 366 28335.8 13364.8 0.0 83306.5 58989.9 2.129 2.440 37290.3 83750.0 44.5 UKOOA


150

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

366 28335.8 13364.8 -0.0 83306.5 58989.9 2.129 2.440 37290.3 83750.0 44.5 UKOOA 360 28335.8 2569.3 -0.0 62624.9 58989.9 2.129 2.440 30057.3 83750.0 35.9 UKOOA

360 28335.8 1206.5 0.0 56671.7 58989.9 1.000 1.000 29144.2 83750.0 34.8 UKOOA 367 28335.8 6354.5 -0.0 56671.7 58989.9 1.000 1.000 32593.3 83750.0 38.9 UKOOA

367 28335.8 6354.5 0.0 56671.7 58989.9 1.000 1.000 32593.3 83750.0 38.9 UKOOA 368 28335.8 4388.4 -0.0 56671.7 58989.9 1.000 1.000 31276.1 83750.0 37.3 UKOOA

368 28335.8 4388.4 0.0 56671.7 58989.9 1.000 1.000 31276.1 83750.0 37.3 UKOOA 369 28335.8 1588.7 -0.0 56671.7 58989.9 1.000 1.000 29400.3 83750.0 35.1 UKOOA

369 28335.8 1588.7 0.0 56671.7 58989.9 1.000 1.000 29400.3 83750.0 35.1 UKOOA 371 28335.8 197.1 -0.0 56671.7 58989.9 1.000 1.000 28467.9 83750.0 34.0 UKOOA

371 28335.8 197.1 0.0 56671.7 58989.9 1.000 1.000 28467.9 83750.0 34.0 UKOOA 372 28335.8 35.6 -0.0 56671.7 58989.9 1.000 1.000 28359.7 83750.0 33.9 UKOOA

372 28335.8 35.6 0.0 56671.7 58989.9 1.000 1.000 28359.7 83750.0 33.9 UKOOA 373 28335.8 7.6 -0.0 56671.7 58989.9 1.000 1.000 28340.9 83750.0 33.8 UKOOA

373 28335.8 7.6 0.0 56671.7 58989.9 1.000 1.000 28340.9 83750.0 33.8 UKOOA 374 28335.8 1.3 -0.0 56671.7 58989.9 1.000 1.000 28336.7 83750.0 33.8 UKOOA

374 28335.8 1.3 0.0 56671.7 58989.9 1.000 1.000 28336.7 83750.0 33.8 UKOOA 375 28335.8 0.1 -0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0 33.8 UKOOA

375 28335.8 0.1 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0 33.8 UKOOA 376 28335.8 1.0 -0.0 56671.7 58989.9 1.000 1.000 28336.5 83750.0 33.8 UKOOA


151

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

376 28335.8 1.0 0.0 56671.7 58989.9 1.000 1.000 28336.5 83750.0 33.8 UKOOA 377 28335.8 4.8 -0.0 56671.7 58989.9 1.000 1.000 28339.1 83750.0 33.8 UKOOA

377 28335.8 4.8 0.0 56671.7 58989.9 1.000 1.000 28339.1 83750.0 33.8 UKOOA 370 28335.8 42.0 -0.0 56671.7 58989.9 2.300 2.300 28364.0 83750.0 33.9 UKOOA

370 28335.8 11.1 -0.1 56671.7 58989.9 1.000 1.000 28343.3 83750.0 33.8 UKOOA 378 28335.8 3.1 0.1 56671.7 58989.9 1.000 1.000 28337.9 83750.0 33.8 UKOOA

378 28335.8 3.1 -0.1 56671.7 58989.9 1.000 1.000 28337.9 83750.0 33.8 UKOOA 379 28335.8 0.6 0.1 56671.7 58989.9 1.000 1.000 28336.3 83750.0 33.8 UKOOA

379 28335.8 0.6 -0.1 56671.7 58989.9 1.000 1.000 28336.3 83750.0 33.8 UKOOA 381 28335.8 0.7 0.1 56671.7 58989.9 1.000 1.000 28336.3 83750.0 33.8 UKOOA

381 28335.8 0.7 -0.1 56671.7 58989.9 1.000 1.000 28336.3 83750.0 33.8 UKOOA 382 28335.8 5.6 0.1 56671.7 58989.9 1.000 1.000 28339.6 83750.0 33.8 UKOOA

382 28335.8 5.6 -0.1 56671.7 58989.9 1.000 1.000 28339.6 83750.0 33.8 UKOOA 389 28335.8 26.6 0.1 56671.7 58989.9 1.000 1.000 28353.6 83750.0 33.9 UKOOA

389 28335.8 26.6 -0.1 56671.7 58989.9 1.000 1.000 28353.6 83750.0 33.9 UKOOA 391 28335.8 147.2 0.1 56671.7 58989.9 1.000 1.000 28434.5 83750.0 34.0 UKOOA

391 28335.8 147.2 -0.1 56671.7 58989.9 1.000 1.000 28434.5 83750.0 34.0 UKOOA 392 28335.8 1214.9 0.1 56671.7 58989.9 1.000 1.000 29149.8 83750.0 34.8 UKOOA

392 28335.8 1214.9 -0.1 56671.7 58989.9 1.000 1.000 29149.8 83750.0 34.8 UKOOA 393 28335.8 3313.6 0.1 56671.7 58989.9 1.000 1.000 30556.0 83750.0 36.5 UKOOA

393 28335.8 3313.6 -0.1 56671.7 58989.9 1.000 1.000 30556.0 83750.0 36.5 UKOOA


152

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

394 28335.8 4726.2 0.1 56671.7 58989.9 1.000 1.000 31502.4 83750.0 37.6 UKOOA

394 28335.8 4726.2 -0.1 56671.7 58989.9 1.000 1.000 31502.4 83750.0 37.6 UKOOA 395 28335.8 1141.3 0.1 56671.7 58989.9 1.000 1.000 29100.5 83750.0 34.7 UKOOA

395 28335.8 2926.3 -0.1 63578.5 58989.9 2.564 2.938 30296.4 83750.0 36.2 UKOOA 396 28335.8 6150.6 -0.9 69603.5 58989.9 2.564 2.938 32456.7 83750.0 38.8 UKOOA

396 28335.8 6150.6 0.9 69603.5 58989.9 2.564 2.938 32456.7 83750.0 38.8 UKOOA 380 28335.8 9464.3 2.4 75795.5 58989.9 2.564 2.938 34676.9 83750.0 41.4 UKOOA

380 28335.8 3691.2 -2.4 56671.7 58989.9 1.000 1.000 30809.0 83750.0 36.8 UKOOA 383 28335.8 8145.2 2.4 56671.7 58989.9 1.000 1.000 33793.2 83750.0 40.4 UKOOA

383 28335.8 8145.2 -2.4 56671.7 58989.9 1.000 1.000 33793.2 83750.0 40.4 UKOOA 384 28335.8 4500.7 2.4 56671.7 58989.9 1.000 1.000 31351.3 83750.0 37.4 UKOOA

384 28335.8 4500.7 -2.4 56671.7 58989.9 1.000 1.000 31351.3 83750.0 37.4 UKOOA 397 28335.8 1181.0 2.4 56671.7 58989.9 1.000 1.000 29127.1 83750.0 34.8 UKOOA

397 28335.8 1181.0 -2.4 56671.7 58989.9 1.000 1.000 29127.1 83750.0 34.8 UKOOA 398 28335.8 1069.6 2.4 56671.7 58989.9 1.000 1.000 29052.5 83750.0 34.7 UKOOA

398 28335.8 1069.6 -2.4 56671.7 58989.9 1.000 1.000 29052.5 83750.0 34.7 UKOOA 399 28335.8 3147.8 2.4 56671.7 58989.9 1.000 1.000 30444.9 83750.0 36.4 UKOOA

399 28335.8 3147.8 -2.4 56671.7 58989.9 1.000 1.000 30444.9 83750.0 36.4 UKOOA 401 28335.8 4724.1 2.4 56671.7 58989.9 1.000 1.000 31501.0 83750.0 37.6 UKOOA

401 28335.8 4724.1 -2.4 56671.7 58989.9 1.000 1.000 31501.0 83750.0 37.6 UKOOA 402 28335.8 498.7 2.4 56671.7 58989.9 1.000 1.000 28670.0 83750.0 34.2 UKOOA


153

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

402 28335.8 1279.1 -2.4 60499.8 58989.9 2.564 2.938 29192.8 83750.0 34.9 UKOOA 403 28335.8 9524.9 0.7 75909.0 58989.9 2.564 2.938 34717.6 83750.0 41.5 UKOOA

403 28335.8 9525.0 -0.7 75909.0 58989.9 2.564 2.938 34717.6 83750.0 41.5 UKOOA 385 28335.8 6201.7 0.8 69699.1 58989.9 2.564 2.938 32491.0 83750.0 38.8 UKOOA

385 28335.8 2418.8 -0.8 56671.7 58989.9 1.000 1.000 29956.4 83750.0 35.8 UKOOA 387 28335.8 2417.4 0.8 56671.7 58989.9 1.000 1.000 29955.5 83750.0 35.8 UKOOA

387 28335.8 2417.4 -0.8 56671.7 58989.9 1.000 1.000 29955.5 83750.0 35.8 UKOOA 388 28335.8 1382.1 0.8 56671.7 58989.9 1.000 1.000 29261.9 83750.0 34.9 UKOOA

388 28335.8 1382.1 -0.8 56671.7 58989.9 1.000 1.000 29261.9 83750.0 34.9 UKOOA 404 28335.8 3257.5 0.8 56671.7 58989.9 1.000 1.000 30518.4 83750.0 36.4 UKOOA

404 28335.8 3257.5 -0.8 56671.7 58989.9 1.000 1.000 30518.4 83750.0 36.4 UKOOA 405 28335.8 5714.0 0.8 56671.7 58989.9 1.000 1.000 32164.2 83750.0 38.4 UKOOA

405 28335.8 5714.0 -0.8 56671.7 58989.9 1.000 1.000 32164.2 83750.0 38.4 UKOOA 406 28335.8 23.2 0.8 56671.7 58989.9 1.000 1.000 28351.4 83750.0 33.9 UKOOA

406 28335.8 59.5 -0.8 58221.5 58989.9 2.564 2.938 28375.7 83750.0 33.9 UKOOA 407 28335.8 10348.2 0.6 77447.4 58989.9 2.564 2.938 35269.2 83750.0 42.1 UKOOA

407 28335.8 10348.2 -0.6 77447.4 58989.9 2.564 2.938 35269.2 83750.0 42.1 UKOOA 386 28335.8 8357.7 0.2 73727.8 58989.9 2.564 2.938 33935.5 83750.0 40.5 UKOOA

386 28335.8 3259.7 -0.2 56671.7 58989.9 1.000 1.000 30519.8 83750.0 36.4 UKOOA 408 28335.8 1827.9 0.2 56671.7 58989.9 1.000 1.000 29560.6 83750.0 35.3 UKOOA


154

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

408 28335.8 1827.9 -0.2 56671.7 58989.9 1.000 1.000 29560.6 83750.0 35.3 UKOOA 409 28335.8 1856.1 0.2 56671.7 58989.9 1.000 1.000 29579.4 83750.0 35.3 UKOOA

409 28335.8 1856.1 -0.2 56671.7 58989.9 1.000 1.000 29579.4 83750.0 35.3 UKOOA 411 28335.8 855.7 0.2 56671.7 58989.9 1.000 1.000 28909.2 83750.0 34.5 UKOOA

411 28335.8 855.7 -0.2 56671.7 58989.9 1.000 1.000 28909.2 83750.0 34.5 UKOOA 412 28335.8 64.0 0.2 56671.7 58989.9 1.000 1.000 28378.7 83750.0 33.9 UKOOA

412 28335.8 64.0 -0.2 56671.7 58989.9 1.000 1.000 28378.7 83750.0 33.9 UKOOA 413 28335.8 16.8 0.2 56671.7 58989.9 1.000 1.000 28347.1 83750.0 33.8 UKOOA

413 28335.8 16.8 -0.2 56671.7 58989.9 1.000 1.000 28347.1 83750.0 33.8 UKOOA 414 28335.8 6.2 0.2 56671.7 58989.9 1.000 1.000 28340.0 83750.0 33.8 UKOOA

414 28335.8 6.2 -0.2 56671.7 58989.9 1.000 1.000 28340.0 83750.0 33.8 UKOOA 415 28335.8 12.8 0.2 56671.7 58989.9 1.000 1.000 28344.4 83750.0 33.8 UKOOA

415 28335.8 12.8 -0.2 56671.7 58989.9 1.000 1.000 28344.4 83750.0 33.8 UKOOA 416 28335.8 24.8 0.2 56671.7 58989.9 1.000 1.000 28352.5 83750.0 33.9 UKOOA

416 28335.8 24.8 -0.2 56671.7 58989.9 1.000 1.000 28352.5 83750.0 33.9 UKOOA 417 28335.8 23.1 0.2 56671.7 58989.9 1.000 1.000 28351.3 83750.0 33.9 UKOOA

417 28335.8 23.1 -0.2 56671.7 58989.9 1.000 1.000 28351.3 83750.0 33.9 UKOOA 418 28335.8 13.6 0.2 56671.7 58989.9 1.000 1.000 28345.0 83750.0 33.8 UKOOA

418 28335.8 13.6 -0.2 56671.7 58989.9 1.000 1.000 28345.0 83750.0 33.8 UKOOA 390 28335.8 49.2 0.2 56671.7 58989.9 1.000 1.000 28368.8 83750.0 33.9 UKOOA

390 28335.8 49.2 -0.2 56671.7 58989.9 1.000 1.000 28368.8 83750.0 33.9 UKOOA


155

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

400 28335.8 200.9 0.2 56671.7 58989.9 1.000 1.000 28470.5 83750.0 34.0 UKOOA

420 28335.8 201.2 -0.2 56671.7 58989.9 1.000 1.000 28470.7 83750.0 34.0 UKOOA 430 28335.8 53.8 0.2 56671.7 58989.9 1.000 1.000 28371.9 83750.0 33.9 UKOOA

430 28335.8 53.8 -0.2 56671.7 58989.9 1.000 1.000 28371.9 83750.0 33.9 UKOOA 431 28335.8 131.2 0.2 56671.7 58989.9 1.000 1.000 28423.7 83750.0 33.9 UKOOA

431 28335.8 131.2 -0.2 56671.7 58989.9 1.000 1.000 28423.7 83750.0 33.9 UKOOA 432 28335.8 330.4 0.2 56671.7 58989.9 1.000 1.000 28557.2 83750.0 34.1 UKOOA

432 28335.8 330.4 -0.2 56671.7 58989.9 1.000 1.000 28557.2 83750.0 34.1 UKOOA 433 28335.8 424.2 0.2 56671.7 58989.9 1.000 1.000 28620.1 83750.0 34.2 UKOOA

433 28335.8 424.2 -0.2 56671.7 58989.9 1.000 1.000 28620.1 83750.0 34.2 UKOOA 434 28335.8 3537.4 0.2 56671.7 58989.9 1.000 1.000 30705.9 83750.0 36.7 UKOOA

434 28335.8 3537.4 -0.2 56671.7 58989.9 1.000 1.000 30705.9 83750.0 36.7 UKOOA 440 28335.8 16455.8 0.2 56671.7 58989.9 2.300 2.300 39361.3 83750.0 47.0 UKOOA

440 28335.8 7329.0 -0.0 56671.7 58989.9 1.000 1.000 33246.3 83750.0 39.7 UKOOA 441 28335.8 3647.9 0.0 56671.7 58989.9 1.000 1.000 30779.9 83750.0 36.8 UKOOA

441 28335.8 3647.9 -0.0 56671.7 58989.9 1.000 1.000 30779.9 83750.0 36.8 UKOOA 442 28335.8 2319.8 0.0 56671.7 58989.9 1.000 1.000 29890.1 83750.0 35.7 UKOOA

442 28335.8 2319.8 -0.0 56671.7 58989.9 1.000 1.000 29890.1 83750.0 35.7 UKOOA 443 28335.8 741.4 0.0 56671.7 58989.9 1.000 1.000 28832.6 83750.0 34.4 UKOOA

443 28335.8 741.4 -0.0 56671.7 58989.9 1.000 1.000 28832.6 83750.0 34.4 UKOOA 444 28335.8 440.8 0.0 56671.7 58989.9 1.000 1.000 28631.2 83750.0 34.2 UKOOA


156

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

444 28335.8 440.8 -0.0 56671.7 58989.9 1.000 1.000 28631.2 83750.0 34.2 UKOOA 445 28335.8 148.4 0.0 56671.7 58989.9 1.000 1.000 28435.3 83750.0 34.0 UKOOA

445 28335.8 148.4 -0.0 56671.7 58989.9 1.000 1.000 28435.3 83750.0 34.0 UKOOA 450 28335.8 242.4 0.0 56671.7 58989.9 1.000 1.000 28498.2 83750.0 34.0 UKOOA

470 28335.8 255.4 -0.0 56671.7 58989.9 1.000 1.000 28507.0 83750.0 34.0 UKOOA 480 28335.8 54.5 0.0 56671.7 58989.9 1.000 1.000 28372.4 83750.0 33.9 UKOOA

480 28335.8 54.5 -0.0 56671.7 58989.9 1.000 1.000 28372.4 83750.0 33.9 UKOOA 481 28335.8 24.3 0.0 56671.7 58989.9 1.000 1.000 28352.2 83750.0 33.9 UKOOA

481 28335.8 24.3 -0.0 56671.7 58989.9 1.000 1.000 28352.2 83750.0 33.9 UKOOA 482 28335.8 25.1 0.0 56671.7 58989.9 1.000 1.000 28352.6 83750.0 33.9 UKOOA

482 28335.8 25.1 -0.0 56671.7 58989.9 1.000 1.000 28352.6 83750.0 33.9 UKOOA 483 28335.8 12.0 0.0 56671.7 58989.9 1.000 1.000 28343.9 83750.0 33.8 UKOOA

483 28335.8 12.0 -0.0 56671.7 58989.9 1.000 1.000 28343.9 83750.0 33.8 UKOOA 484 28335.8 0.9 0.0 56671.7 58989.9 1.000 1.000 28336.4 83750.0 33.8 UKOOA

484 28335.8 0.9 -0.0 56671.7 58989.9 1.000 1.000 28336.4 83750.0 33.8 UKOOA 489 28335.8 0.2 0.0 56671.7 58989.9 1.000 1.000 28336.0 83750.0 33.8 UKOOA

489 28335.8 0.2 -0.0 56671.7 58989.9 1.000 1.000 28336.0 83750.0 33.8 UKOOA 491 28335.8 0.1 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0 33.8 UKOOA

491 28335.8 0.1 -0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0 33.8 UKOOA 492 28335.8 0.3 0.0 56671.7 58989.9 1.000 1.000 28336.0 83750.0 33.8 UKOOA


157

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

492 28335.8 0.3 -0.0 56671.7 58989.9 1.000 1.000 28336.0 83750.0 33.8 UKOOA 493 28335.8 0.6 0.0 56671.7 58989.9 1.000 1.000 28336.3 83750.0 33.8 UKOOA

493 28335.8 0.6 -0.0 56671.7 58989.9 1.000 1.000 28336.3 83750.0 33.8 UKOOA 494 28335.8 4.3 0.0 56671.7 58989.9 1.000 1.000 28338.7 83750.0 33.8 UKOOA

494 28335.8 4.3 -0.0 56671.7 58989.9 1.000 1.000 28338.7 83750.0 33.8 UKOOA 495 28335.8 20.2 0.0 56671.7 58989.9 1.000 1.000 28349.4 83750.0 33.8 UKOOA

495 28335.8 20.2 -0.0 56671.7 58989.9 1.000 1.000 28349.4 83750.0 33.8 UKOOA 496 28335.8 112.5 0.0 56671.7 58989.9 1.000 1.000 28411.2 83750.0 33.9 UKOOA

496 28335.8 112.5 -0.0 56671.7 58989.9 1.000 1.000 28411.2 83750.0 33.9 UKOOA 497 28335.8 1125.5 0.0 56671.7 58989.9 1.000 1.000 29089.9 83750.0 34.7 UKOOA

497 28335.8 1125.5 -0.0 56671.7 58989.9 1.000 1.000 29089.9 83750.0 34.7 UKOOA 501 28335.8 2781.6 0.0 56671.7 58989.9 1.000 1.000 30199.5 83750.0 36.1 UKOOA

501 28335.8 2781.6 -0.0 56671.7 58989.9 1.000 1.000 30199.5 83750.0 36.1 UKOOA 502 28335.8 3471.0 0.0 56671.7 58989.9 1.000 1.000 30661.4 83750.0 36.6 UKOOA

502 28335.8 3471.0 -0.0 56671.7 58989.9 1.000 1.000 30661.4 83750.0 36.6 UKOOA 503 28335.8 2547.4 0.0 56671.7 58989.9 1.000 1.000 30042.6 83750.0 35.9 UKOOA

503 28335.8 6531.5 -0.0 70315.2 58989.9 2.564 2.938 32711.9 83750.0 39.1 UKOOA 504 28335.8 11716.3 0.0 80003.9 58989.9 2.564 2.938 36185.8 83750.0 43.2 UKOOA

504 28335.8 11716.3 -0.0 80003.9 58989.9 2.564 2.938 36185.8 83750.0 43.2 UKOOA 485 28335.8 2778.5 0.0 63302.4 58989.9 2.564 2.938 30197.5 83750.0 36.1 UKOOA

485 28335.8 1083.7 -0.0 56671.7 58989.9 1.000 1.000 29061.9 83750.0 34.7 UKOOA


158

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

487 28335.8 5191.0 0.0 56671.7 58989.9 1.000 1.000 31813.8 83750.0 38.0 UKOOA

487 28335.8 5191.0 -0.0 56671.7 58989.9 1.000 1.000 31813.8 83750.0 38.0 UKOOA 488 28335.8 2929.6 0.0 56671.7 58989.9 1.000 1.000 30298.7 83750.0 36.2 UKOOA

488 28335.8 2929.6 -0.0 56671.7 58989.9 1.000 1.000 30298.7 83750.0 36.2 UKOOA 505 28335.8 2706.5 0.0 56671.7 58989.9 1.000 1.000 30149.2 83750.0 36.0 UKOOA

505 28335.8 2706.5 -0.0 56671.7 58989.9 1.000 1.000 30149.2 83750.0 36.0 UKOOA 506 28335.8 4798.8 0.0 56671.7 58989.9 1.000 1.000 31551.1 83750.0 37.7 UKOOA

506 28335.8 4798.8 -0.0 56671.7 58989.9 1.000 1.000 31551.1 83750.0 37.7 UKOOA 507 28335.8 1374.1 0.0 56671.7 58989.9 1.000 1.000 29256.5 83750.0 34.9 UKOOA

507 28335.8 3523.2 -0.0 64693.8 58989.9 2.564 2.938 30696.4 83750.0 36.7 UKOOA 508 28335.8 11619.6 0.0 79823.2 58989.9 2.564 2.938 36121.0 83750.0 43.1 UKOOA

508 28335.8 11619.6 -0.0 79823.2 58989.9 2.564 2.938 36121.0 83750.0 43.1 UKOOA 486 28335.8 5689.0 0.0 68741.0 58989.9 2.564 2.938 32147.5 83750.0 38.4 UKOOA

486 28335.8 2218.8 -0.0 56671.7 58989.9 1.000 1.000 29822.4 83750.0 35.6 UKOOA 509 28335.8 3817.1 0.0 56671.7 58989.9 1.000 1.000 30893.3 83750.0 36.9 UKOOA

509 28335.8 3817.1 -0.0 56671.7 58989.9 1.000 1.000 30893.3 83750.0 36.9 UKOOA 511 28335.8 2940.4 0.0 56671.7 58989.9 1.000 1.000 30305.9 83750.0 36.2 UKOOA

511 28335.8 2940.4 -0.0 56671.7 58989.9 1.000 1.000 30305.9 83750.0 36.2 UKOOA 512 28335.8 1158.0 0.0 56671.7 58989.9 1.000 1.000 29111.7 83750.0 34.8 UKOOA

512 28335.8 1158.0 -0.0 56671.7 58989.9 1.000 1.000 29111.7 83750.0 34.8 UKOOA 513 28335.8 123.8 0.0 56671.7 58989.9 1.000 1.000 28418.8 83750.0 33.9 UKOOA


159

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

513 28335.8 123.8 -0.0 56671.7 58989.9 1.000 1.000 28418.8 83750.0 33.9 UKOOA 514 28335.8 25.9 0.0 56671.7 58989.9 1.000 1.000 28353.2 83750.0 33.9 UKOOA

514 28335.8 25.9 -0.0 56671.7 58989.9 1.000 1.000 28353.2 83750.0 33.9 UKOOA 515 28335.8 7.0 0.0 56671.7 58989.9 1.000 1.000 28340.6 83750.0 33.8 UKOOA

515 28335.8 7.0 -0.0 56671.7 58989.9 1.000 1.000 28340.6 83750.0 33.8 UKOOA 516 28335.8 3.2 0.0 56671.7 58989.9 1.000 1.000 28338.0 83750.0 33.8 UKOOA

516 28335.8 3.2 -0.0 56671.7 58989.9 1.000 1.000 28338.0 83750.0 33.8 UKOOA 490 28335.8 2.8 0.0 56671.7 58989.9 2.300 2.300 28337.7 83750.0 33.8 UKOOA

490 28335.8 30.8 0.2 56671.7 58989.9 1.000 1.000 28356.5 83750.0 33.9 UKOOA 498 28335.8 24.9 -0.2 56671.7 58989.9 1.000 1.000 28352.5 83750.0 33.9 UKOOA

498 28335.8 24.9 0.2 56671.7 58989.9 1.000 1.000 28352.5 83750.0 33.9 UKOOA 499 28335.8 41.8 -0.2 56671.7 58989.9 1.000 1.000 28363.8 83750.0 33.9 UKOOA

499 28335.8 41.8 0.2 56671.7 58989.9 1.000 1.000 28363.8 83750.0 33.9 UKOOA 517 28335.8 203.1 -0.2 56671.7 58989.9 1.000 1.000 28471.9 83750.0 34.0 UKOOA

517 28335.8 203.1 0.2 56671.7 58989.9 1.000 1.000 28471.9 83750.0 34.0 UKOOA 518 28335.8 1573.0 -0.2 56671.7 58989.9 1.000 1.000 29389.8 83750.0 35.1 UKOOA

518 28335.8 1573.0 0.2 56671.7 58989.9 1.000 1.000 29389.8 83750.0 35.1 UKOOA 519 28335.8 4415.6 -0.2 56671.7 58989.9 1.000 1.000 31294.3 83750.0 37.4 UKOOA

519 28335.8 4415.6 0.2 56671.7 58989.9 1.000 1.000 31294.3 83750.0 37.4 UKOOA 521 28335.8 6512.3 -0.2 56671.7 58989.9 1.000 1.000 32699.1 83750.0 39.0 UKOOA


160

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

521 28335.8 6512.3 0.2 56671.7 58989.9 1.000 1.000 32699.1 83750.0 39.0 UKOOA 522 28335.8 834.2 -0.2 56671.7 58989.9 1.000 1.000 28894.8 83750.0 34.5 UKOOA

522 28335.8 1776.4 0.2 61105.8 58989.9 2.129 2.440 29526.0 83750.0 35.3 UKOOA 523 28335.8 13170.7 -0.1 82934.7 58989.9 2.129 2.440 37160.2 83750.0 44.4 UKOOA

523 28335.8 13170.7 0.1 82934.7 58989.9 2.129 2.440 37160.2 83750.0 44.4 UKOOA 500 28335.8 3310.2 -0.0 64044.2 58989.9 2.129 2.440 30553.7 83750.0 36.5 UKOOA

500 28335.8 1554.4 0.0 56671.7 58989.9 1.000 1.000 29377.3 83750.0 35.1 UKOOA 524 28335.8 6000.2 -0.0 56671.7 58989.9 1.000 1.000 32356.0 83750.0 38.6 UKOOA

524 28335.8 6000.2 0.0 56671.7 58989.9 1.000 1.000 32356.0 83750.0 38.6 UKOOA 525 28335.8 4228.3 -0.0 56671.7 58989.9 1.000 1.000 31168.8 83750.0 37.2 UKOOA

525 28335.8 4228.3 0.0 56671.7 58989.9 1.000 1.000 31168.8 83750.0 37.2 UKOOA 526 28335.8 1556.9 -0.0 56671.7 58989.9 1.000 1.000 29379.0 83750.0 35.1 UKOOA

526 28335.8 1556.9 0.0 56671.7 58989.9 1.000 1.000 29379.0 83750.0 35.1 UKOOA 527 28335.8 186.4 -0.0 56671.7 58989.9 1.000 1.000 28460.7 83750.0 34.0 UKOOA

527 28335.8 186.4 0.0 56671.7 58989.9 1.000 1.000 28460.7 83750.0 34.0 UKOOA 528 28335.8 31.9 -0.0 56671.7 58989.9 1.000 1.000 28357.2 83750.0 33.9 UKOOA

528 28335.8 31.9 0.0 56671.7 58989.9 1.000 1.000 28357.2 83750.0 33.9 UKOOA 529 28335.8 8.6 -0.0 56671.7 58989.9 1.000 1.000 28341.6 83750.0 33.8 UKOOA

529 28335.8 8.6 0.0 56671.7 58989.9 1.000 1.000 28341.6 83750.0 33.8 UKOOA 510 28335.8 2.8 -0.0 56671.7 58989.9 1.000 1.000 28337.7 83750.0 33.8 UKOOA

510 28335.8 2.8 0.0 56671.7 58989.9 1.000 1.000 28337.7 83750.0 33.8 UKOOA


161

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

531 28335.8 0.7 -0.0 56671.7 58989.9 1.000 1.000 28336.3 83750.0 33.8 UKOOA

531 28335.8 0.7 0.0 56671.7 58989.9 1.000 1.000 28336.3 83750.0 33.8 UKOOA 532 28335.8 0.3 -0.0 56671.7 58989.9 1.000 1.000 28336.0 83750.0 33.8 UKOOA

532 28335.8 0.3 0.0 56671.7 58989.9 1.000 1.000 28336.0 83750.0 33.8 UKOOA 533 28335.8 0.8 -0.0 56671.7 58989.9 1.000 1.000 28336.4 83750.0 33.8 UKOOA

533 28335.8 0.8 0.0 56671.7 58989.9 1.000 1.000 28336.4 83750.0 33.8 UKOOA 534 28335.8 11.9 -0.0 56671.7 58989.9 1.000 1.000 28343.8 83750.0 33.8 UKOOA

534 28335.8 11.9 0.0 56671.7 58989.9 1.000 1.000 28343.8 83750.0 33.8 UKOOA 535 28335.8 25.1 -0.0 56671.7 58989.9 1.000 1.000 28352.7 83750.0 33.9 UKOOA

535 28335.8 25.1 0.0 56671.7 58989.9 1.000 1.000 28352.7 83750.0 33.9 UKOOA 536 28335.8 23.6 -0.0 56671.7 58989.9 1.000 1.000 28351.6 83750.0 33.9 UKOOA

536 28335.8 23.6 0.0 56671.7 58989.9 1.000 1.000 28351.6 83750.0 33.9 UKOOA 537 28335.8 13.6 -0.0 56671.7 58989.9 1.000 1.000 28345.0 83750.0 33.8 UKOOA

537 28335.8 13.6 0.0 56671.7 58989.9 1.000 1.000 28345.0 83750.0 33.8 UKOOA 520 28335.8 49.1 -0.0 56671.7 58989.9 1.000 1.000 28368.8 83750.0 33.9 UKOOA

520 28335.8 49.1 0.0 56671.7 58989.9 1.000 1.000 28368.8 83750.0 33.9 UKOOA 530 28335.8 200.9 -0.0 56671.7 58989.9 1.000 1.000 28470.4 83750.0 34.0 UKOOA

550 28335.8 201.3 0.0 56671.7 58989.9 1.000 1.000 28470.7 83750.0 34.0 UKOOA 560 28335.8 62.2 -0.0 56671.7 58989.9 1.000 1.000 28377.5 83750.0 33.9 UKOOA

560 28335.8 62.2 0.0 56671.7 58989.9 1.000 1.000 28377.5 83750.0 33.9 UKOOA 561 28335.8 147.8 -0.0 56671.7 58989.9 1.000 1.000 28434.9 83750.0 34.0 UKOOA


162

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

561 28335.8 147.8 0.0 56671.7 58989.9 1.000 1.000 28434.9 83750.0 34.0 UKOOA 562 28335.8 134.8 -0.0 56671.7 58989.9 1.000 1.000 28426.1 83750.0 33.9 UKOOA

562 28335.8 134.8 0.0 56671.7 58989.9 1.000 1.000 28426.1 83750.0 33.9 UKOOA 563 28335.8 329.9 -0.0 56671.7 58989.9 1.000 1.000 28556.9 83750.0 34.1 UKOOA

563 28335.8 329.9 0.0 56671.7 58989.9 1.000 1.000 28556.9 83750.0 34.1 UKOOA 564 28335.8 4407.4 -0.0 56671.7 58989.9 1.000 1.000 31288.8 83750.0 37.4 UKOOA

564 28335.8 4407.4 0.0 56671.7 58989.9 1.000 1.000 31288.8 83750.0 37.4 UKOOA 569 28335.8 2349.6 -0.0 56671.7 58989.9 1.000 1.000 29910.1 83750.0 35.7 UKOOA

569 28335.8 2349.6 0.0 56671.7 58989.9 1.000 1.000 29910.1 83750.0 35.7 UKOOA 570 28335.8 20945.0 -0.0 56671.7 58989.9 2.300 2.300 42369.0 83750.0 50.6 UKOOA

570 28335.8 8.0 -0.0 56671.7 58989.9 1.000 1.000 28341.2 83750.0 33.8 UKOOA 571 28335.8 2.1 0.0 56671.7 58989.9 1.000 1.000 28337.3 83750.0 33.8 UKOOA

571 28335.8 2.1 -0.0 56671.7 58989.9 1.000 1.000 28337.3 83750.0 33.8 UKOOA 572 28335.8 0.7 0.0 56671.7 58989.9 1.000 1.000 28336.3 83750.0 33.8 UKOOA

572 28335.8 0.7 -0.0 56671.7 58989.9 1.000 1.000 28336.3 83750.0 33.8 UKOOA 573 28335.8 0.6 0.0 56671.7 58989.9 1.000 1.000 28336.2 83750.0 33.8 UKOOA

573 28335.8 0.6 -0.0 56671.7 58989.9 1.000 1.000 28336.2 83750.0 33.8 UKOOA 574 28335.8 1.8 0.0 56671.7 58989.9 1.000 1.000 28337.1 83750.0 33.8 UKOOA

574 28335.8 1.8 -0.0 56671.7 58989.9 1.000 1.000 28337.1 83750.0 33.8 UKOOA 580 28335.8 15.5 0.0 56671.7 58989.9 2.300 2.300 28346.2 83750.0 33.8 UKOOA


163

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

580 28335.8 20.3 0.1 56671.7 58989.9 1.000 1.000 28349.4 83750.0 33.9 UKOOA 590 28335.8 57.7 -0.1 56671.7 58989.9 2.300 2.300 28374.5 83750.0 33.9 UKOOA

590 28335.8 31.0 0.7 56671.7 58989.9 1.000 1.000 28356.6 83750.0 33.9 UKOOA 591 28335.8 9.0 -0.7 56671.7 58989.9 1.000 1.000 28341.9 83750.0 33.8 UKOOA

591 28335.8 9.0 0.7 56671.7 58989.9 1.000 1.000 28341.9 83750.0 33.8 UKOOA 592 28335.8 3.0 -0.7 56671.7 58989.9 1.000 1.000 28337.9 83750.0 33.8 UKOOA

592 28335.8 3.0 0.7 56671.7 58989.9 1.000 1.000 28337.9 83750.0 33.8 UKOOA 593 28335.8 1.4 -0.7 56671.7 58989.9 1.000 1.000 28336.8 83750.0 33.8 UKOOA

593 28335.8 1.4 0.7 56671.7 58989.9 1.000 1.000 28336.8 83750.0 33.8 UKOOA 594 28335.8 11.9 -0.7 56671.7 58989.9 1.000 1.000 28343.8 83750.0 33.8 UKOOA

594 28335.8 11.9 0.7 56671.7 58989.9 1.000 1.000 28343.8 83750.0 33.8 UKOOA 595 28335.8 25.1 -0.7 56671.7 58989.9 1.000 1.000 28352.6 83750.0 33.9 UKOOA

595 28335.8 25.1 0.7 56671.7 58989.9 1.000 1.000 28352.6 83750.0 33.9 UKOOA 596 28335.8 23.2 -0.7 56671.7 58989.9 1.000 1.000 28351.4 83750.0 33.9 UKOOA

596 28335.8 23.2 0.7 56671.7 58989.9 1.000 1.000 28351.4 83750.0 33.9 UKOOA 599 28335.8 12.9 -0.7 56671.7 58989.9 1.000 1.000 28344.5 83750.0 33.8 UKOOA

599 28335.8 12.9 0.7 56671.7 58989.9 1.000 1.000 28344.5 83750.0 33.8 UKOOA 600 28335.8 48.9 -0.7 56671.7 58989.9 1.000 1.000 28368.6 83750.0 33.9 UKOOA

600 28335.8 48.9 0.7 56671.7 58989.9 1.000 1.000 28368.6 83750.0 33.9 UKOOA 610 28335.8 200.8 -0.7 56671.7 58989.9 1.000 1.000 28470.4 83750.0 34.0 UKOOA

630 28335.8 200.8 0.7 56671.7 58989.9 1.000 1.000 28470.4 83750.0 34.0 UKOOA


164

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

640 28335.8 48.9 -0.7 56671.7 58989.9 1.000 1.000 28368.6 83750.0 33.9 UKOOA

640 28335.8 48.9 0.7 56671.7 58989.9 1.000 1.000 28368.6 83750.0 33.9 UKOOA 641 28335.8 23.3 -0.7 56671.7 58989.9 1.000 1.000 28351.4 83750.0 33.9 UKOOA

641 28335.8 23.3 0.7 56671.7 58989.9 1.000 1.000 28351.4 83750.0 33.9 UKOOA 642 28335.8 25.1 -0.7 56671.7 58989.9 1.000 1.000 28352.7 83750.0 33.9 UKOOA

642 28335.8 25.1 0.7 56671.7 58989.9 1.000 1.000 28352.7 83750.0 33.9 UKOOA 643 28335.8 12.9 -0.7 56671.7 58989.9 1.000 1.000 28344.5 83750.0 33.8 UKOOA

643 28335.8 12.9 0.7 56671.7 58989.9 1.000 1.000 28344.5 83750.0 33.8 UKOOA 644 28335.8 39.3 -0.7 56671.7 58989.9 1.000 1.000 28362.2 83750.0 33.9 UKOOA

644 28335.8 39.3 0.7 56671.7 58989.9 1.000 1.000 28362.2 83750.0 33.9 UKOOA 645 28335.8 99.3 -0.7 56671.7 58989.9 1.000 1.000 28402.4 83750.0 33.9 UKOOA

645 28335.8 99.3 0.7 56671.7 58989.9 1.000 1.000 28402.4 83750.0 33.9 UKOOA 299 28335.8 20.6 -0.7 56671.7 58989.9 1.000 1.000 28349.7 83750.0 33.9 UKOOA

299 28335.8 20.6 0.7 56671.7 58989.9 1.000 1.000 28349.7 83750.0 33.9 UKOOA 280 28335.8 140.5 -0.7 56671.7 58989.9 1.000 1.000 28430.0 83750.0 33.9 UKOOA

570 28335.8 9114.5 0.0 56671.7 58989.9 1.000 1.000 34442.6 83750.0 41.1 UKOOA 575 28335.8 4425.9 -0.0 56671.7 58989.9 1.000 1.000 31301.2 83750.0 37.4 UKOOA

575 28335.8 4425.9 0.0 56671.7 58989.9 1.000 1.000 31301.2 83750.0 37.4 UKOOA 576 28335.8 478.2 -0.0 56671.7 58989.9 1.000 1.000 28656.2 83750.0 34.2 UKOOA

576 28335.8 478.2 0.0 56671.7 58989.9 1.000 1.000 28656.2 83750.0 34.2 UKOOA 577 28335.8 72.5 -0.0 56671.7 58989.9 1.000 1.000 28384.4 83750.0 33.9 UKOOA


165

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

577 28335.8 72.5 0.0 56671.7 58989.9 1.000 1.000 28384.4 83750.0 33.9 UKOOA 578 28335.8 129.7 -0.0 56671.7 58989.9 1.000 1.000 28422.8 83750.0 33.9 UKOOA

578 28335.8 129.7 0.0 56671.7 58989.9 1.000 1.000 28422.8 83750.0 33.9 UKOOA 799 28335.8 100.3 -0.0 56671.7 58989.9 1.000 1.000 28403.0 83750.0 33.9 UKOOA

799 28335.8 100.3 0.0 56671.7 58989.9 1.000 1.000 28403.0 83750.0 33.9 UKOOA 800 28335.8 86.4 -0.0 56671.7 58989.9 1.000 1.000 28393.7 83750.0 33.9 UKOOA

800 28335.8 86.4 0.0 56671.7 58989.9 1.000 1.000 28393.7 83750.0 33.9 UKOOA 810 28335.8 202.6 -0.0 56671.7 58989.9 1.000 1.000 28471.6 83750.0 34.0 UKOOA

825 28335.8 201.0 0.0 56671.7 58989.9 1.000 1.000 28470.5 83750.0 34.0 UKOOA 830 28335.8 52.7 -0.0 56671.7 58989.9 1.000 1.000 28371.2 83750.0 33.9 UKOOA

830 28335.8 52.7 0.0 56671.7 58989.9 1.000 1.000 28371.2 83750.0 33.9 UKOOA 831 28335.8 26.6 -0.0 56671.7 58989.9 1.000 1.000 28353.7 83750.0 33.9 UKOOA

831 28335.8 26.6 0.0 56671.7 58989.9 1.000 1.000 28353.7 83750.0 33.9 UKOOA 832 28335.8 26.4 -0.0 56671.7 58989.9 1.000 1.000 28353.5 83750.0 33.9 UKOOA

832 28335.8 26.4 0.0 56671.7 58989.9 1.000 1.000 28353.5 83750.0 33.9 UKOOA 833 28335.8 4.0 -0.0 56671.7 58989.9 1.000 1.000 28338.5 83750.0 33.8 UKOOA

833 28335.8 4.0 0.0 56671.7 58989.9 1.000 1.000 28338.5 83750.0 33.8 UKOOA 838 28335.8 52.7 -0.0 56671.7 58989.9 1.000 1.000 28371.2 83750.0 33.9 UKOOA

838 28335.8 52.7 0.0 56671.7 58989.9 1.000 1.000 28371.2 83750.0 33.9 UKOOA 839 28335.8 159.9 -0.0 56671.7 58989.9 1.000 1.000 28443.0 83750.0 34.0 UKOOA


166

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

839 28335.8 159.9 0.0 56671.7 58989.9 1.000 1.000 28443.0 83750.0 34.0 UKOOA 841 28335.8 1080.2 -0.0 56671.7 58989.9 1.000 1.000 29059.6 83750.0 34.7 UKOOA

841 28335.8 1080.2 0.0 56671.7 58989.9 1.000 1.000 29059.6 83750.0 34.7 UKOOA 842 28335.8 2765.5 -0.0 56671.7 58989.9 1.000 1.000 30188.7 83750.0 36.0 UKOOA

842 28335.8 2765.5 0.0 56671.7 58989.9 1.000 1.000 30188.7 83750.0 36.0 UKOOA 843 28335.8 3557.8 -0.0 56671.7 58989.9 1.000 1.000 30719.6 83750.0 36.7 UKOOA

843 28335.8 3557.8 0.0 56671.7 58989.9 1.000 1.000 30719.6 83750.0 36.7 UKOOA 844 28335.8 2216.9 -0.0 56671.7 58989.9 1.000 1.000 29821.2 83750.0 35.6 UKOOA

844 28335.8 5684.1 0.0 68731.8 58989.9 2.564 2.938 32144.2 83750.0 38.4 UKOOA 845 28335.8 11146.3 -0.1 78938.6 58989.9 2.564 2.938 35803.8 83750.0 42.8 UKOOA

845 28335.8 11146.3 0.1 78938.6 58989.9 2.564 2.938 35803.8 83750.0 42.8 UKOOA 835 28335.8 3151.5 -0.1 63999.3 58989.9 2.564 2.938 30447.3 83750.0 36.4 UKOOA

835 28335.8 1229.1 0.1 56671.7 58989.9 1.000 1.000 29159.4 83750.0 34.8 UKOOA 837 28335.8 4641.0 -0.1 56671.7 58989.9 1.000 1.000 31445.3 83750.0 37.5 UKOOA

837 28335.8 4641.0 0.1 56671.7 58989.9 1.000 1.000 31445.3 83750.0 37.5 UKOOA 846 28335.8 2392.4 -0.1 56671.7 58989.9 1.000 1.000 29938.7 83750.0 35.7 UKOOA

846 28335.8 2392.4 0.1 56671.7 58989.9 1.000 1.000 29938.7 83750.0 35.7 UKOOA 847 28335.8 2411.7 -0.1 56671.7 58989.9 1.000 1.000 29951.7 83750.0 35.8 UKOOA

847 28335.8 2411.7 0.1 56671.7 58989.9 1.000 1.000 29951.7 83750.0 35.8 UKOOA 848 28335.8 4673.0 -0.1 56671.7 58989.9 1.000 1.000 31466.7 83750.0 37.6 UKOOA

848 28335.8 4673.0 0.1 56671.7 58989.9 1.000 1.000 31466.7 83750.0 37.6 UKOOA


167

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

849 28335.8 1206.0 -0.1 56671.7 58989.9 1.000 1.000 29143.9 83750.0 34.8 UKOOA

849 28335.8 3092.2 0.1 63888.5 58989.9 2.564 2.938 30407.6 83750.0 36.3 UKOOA 850 28335.8 11155.5 -0.2 78955.9 58989.9 2.564 2.938 35810.1 83750.0 42.8 UKOOA

850 28335.8 11155.5 0.2 78955.9 58989.9 2.564 2.938 35810.1 83750.0 42.8 UKOOA 836 28335.8 5754.3 -0.3 68862.9 58989.9 2.564 2.938 32191.2 83750.0 38.4 UKOOA

836 28335.8 2244.3 0.3 56671.7 58989.9 1.000 1.000 29839.5 83750.0 35.6 UKOOA 851 28335.8 3529.7 -0.3 56671.7 58989.9 1.000 1.000 30700.8 83750.0 36.7 UKOOA

851 28335.8 3529.7 0.3 56671.7 58989.9 1.000 1.000 30700.8 83750.0 36.7 UKOOA 852 28335.8 2758.8 -0.3 56671.7 58989.9 1.000 1.000 30184.3 83750.0 36.0 UKOOA

852 28335.8 2758.8 0.3 56671.7 58989.9 1.000 1.000 30184.3 83750.0 36.0 UKOOA 853 28335.8 1098.9 -0.3 56671.7 58989.9 1.000 1.000 29072.1 83750.0 34.7 UKOOA

853 28335.8 1098.9 0.3 56671.7 58989.9 1.000 1.000 29072.1 83750.0 34.7 UKOOA 854 28335.8 112.6 -0.3 56671.7 58989.9 1.000 1.000 28411.3 83750.0 33.9 UKOOA

854 28335.8 112.6 0.3 56671.7 58989.9 1.000 1.000 28411.3 83750.0 33.9 UKOOA 855 28335.8 32.8 -0.3 56671.7 58989.9 1.000 1.000 28357.8 83750.0 33.9 UKOOA

855 28335.8 32.8 0.3 56671.7 58989.9 1.000 1.000 28357.8 83750.0 33.9 UKOOA 840 28335.8 28.8 -0.3 56671.7 58989.9 2.300 2.300 28355.1 83750.0 33.9 UKOOA

840 28335.8 5.3 -0.0 56671.7 58989.9 1.000 1.000 28339.4 83750.0 33.8 UKOOA 856 28335.8 0.7 0.0 56671.7 58989.9 1.000 1.000 28336.3 83750.0 33.8 UKOOA

856 28335.8 0.7 -0.0 56671.7 58989.9 1.000 1.000 28336.3 83750.0 33.8 UKOOA 857 28335.8 8.1 0.0 56671.7 58989.9 1.000 1.000 28341.2 83750.0 33.8 UKOOA


168

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

857 28335.8 8.1 -0.0 56671.7 58989.9 1.000 1.000 28341.2 83750.0 33.8 UKOOA 139 28335.8 9.9 0.0 56671.7 58989.9 1.000 1.000 28342.5 83750.0 33.8 UKOOA

139 28335.8 9.9 -0.0 56671.7 58989.9 1.000 1.000 28342.5 83750.0 33.8 UKOOA 140 28335.8 27.8 0.0 56671.7 58989.9 1.000 1.000 28354.5 83750.0 33.9 UKOOA

840 28335.8 7.1 0.9 56671.7 58989.9 1.000 1.000 28340.6 83750.0 33.8 UKOOA 900 28335.8 10.0 -0.9 56671.7 58989.9 2.300 2.300 28342.6 83750.0 33.8 UKOOA

900 28335.8 1.9 0.0 56671.7 58989.9 1.000 1.000 28337.1 83750.0 33.8 UKOOA 901 28335.8 0.8 -0.0 56671.7 58989.9 1.000 1.000 28336.4 83750.0 33.8 UKOOA

901 28335.8 0.8 0.0 56671.7 58989.9 1.000 1.000 28336.4 83750.0 33.8 UKOOA 902 28335.8 2.6 -0.0 56671.7 58989.9 1.000 1.000 28337.6 83750.0 33.8 UKOOA

902 28335.8 2.6 0.0 56671.7 58989.9 1.000 1.000 28337.6 83750.0 33.8 UKOOA 903 28335.8 9.9 -0.0 56671.7 58989.9 1.000 1.000 28342.5 83750.0 33.8 UKOOA

903 28335.8 9.9 0.0 56671.7 58989.9 1.000 1.000 28342.5 83750.0 33.8 UKOOA 904 28335.8 40.1 -0.0 56671.7 58989.9 1.000 1.000 28362.7 83750.0 33.9 UKOOA

904 28335.8 40.1 0.0 56671.7 58989.9 1.000 1.000 28362.7 83750.0 33.9 UKOOA 910 28335.8 345.6 -0.0 56671.7 58989.9 2.300 2.300 28567.4 83750.0 34.1 UKOOA

910 28335.8 1724.1 0.0 56671.7 58989.9 1.000 1.000 29491.0 83750.0 35.2 UKOOA 911 28335.8 145.4 -0.0 56671.7 58989.9 1.000 1.000 28433.2 83750.0 34.0 UKOOA

911 28335.8 145.4 0.0 56671.7 58989.9 1.000 1.000 28433.2 83750.0 34.0 UKOOA 912 28335.8 684.2 -0.0 56671.7 58989.9 1.000 1.000 28794.2 83750.0 34.4 UKOOA


169

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

912 28335.8 684.2 0.0 56671.7 58989.9 1.000 1.000 28794.2 83750.0 34.4 UKOOA 913 28335.8 4182.8 -0.0 56671.7 58989.9 1.000 1.000 31138.3 83750.0 37.2 UKOOA

913 28335.8 4182.8 0.0 56671.7 58989.9 1.000 1.000 31138.3 83750.0 37.2 UKOOA 914 28335.8 6891.8 -0.0 56671.7 58989.9 1.000 1.000 32953.3 83750.0 39.3 UKOOA

914 28335.8 6891.8 0.0 56671.7 58989.9 1.000 1.000 32953.3 83750.0 39.3 UKOOA 915 28335.8 401.3 -0.0 56671.7 58989.9 1.000 1.000 28604.7 83750.0 34.2 UKOOA

915 28335.8 854.6 0.0 59339.9 58989.9 2.129 2.440 28908.4 83750.0 34.5 UKOOA 916 28335.8 12248.5 -0.0 81167.9 58989.9 2.129 2.440 36542.3 83750.0 43.6 UKOOA

916 28335.8 12248.5 0.0 81167.9 58989.9 2.129 2.440 36542.3 83750.0 43.6 UKOOA 920 28335.8 5491.6 -0.0 68223.3 58989.9 2.129 2.440 32015.2 83750.0 38.2 UKOOA

920 28335.8 2578.9 0.0 56671.7 58989.9 1.000 1.000 30063.7 83750.0 35.9 UKOOA 921 28335.8 4788.4 -0.0 56671.7 58989.9 1.000 1.000 31544.1 83750.0 37.7 UKOOA

921 28335.8 4788.4 0.0 56671.7 58989.9 1.000 1.000 31544.1 83750.0 37.7 UKOOA 922 28335.8 3647.1 -0.0 56671.7 58989.9 1.000 1.000 30779.4 83750.0 36.8 UKOOA

922 28335.8 3647.1 0.0 56671.7 58989.9 1.000 1.000 30779.4 83750.0 36.8 UKOOA 923 28335.8 1423.3 -0.0 56671.7 58989.9 1.000 1.000 29289.5 83750.0 35.0 UKOOA

923 28335.8 1423.3 0.0 56671.7 58989.9 1.000 1.000 29289.5 83750.0 35.0 UKOOA 924 28335.8 165.7 -0.0 56671.7 58989.9 1.000 1.000 28446.9 83750.0 34.0 UKOOA

924 28335.8 165.7 0.0 56671.7 58989.9 1.000 1.000 28446.9 83750.0 34.0 UKOOA 925 28335.8 58.9 -0.0 56671.7 58989.9 1.000 1.000 28375.3 83750.0 33.9 UKOOA

925 28335.8 58.9 0.0 56671.7 58989.9 1.000 1.000 28375.3 83750.0 33.9 UKOOA


170

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

926 28335.8 93.7 -0.0 56671.7 58989.9 1.000 1.000 28398.6 83750.0 33.9 UKOOA

926 28335.8 93.7 0.0 56671.7 58989.9 1.000 1.000 28398.6 83750.0 33.9 UKOOA 930 28335.8 728.9 -0.0 56671.7 58989.9 2.300 2.300 28824.2 83750.0 34.4 UKOOA

930 28335.8 78.3 -0.0 56671.7 58989.9 1.000 1.000 28388.3 83750.0 33.9 UKOOA 931 28335.8 30.7 0.0 56671.7 58989.9 1.000 1.000 28356.4 83750.0 33.9 UKOOA

931 28335.8 30.7 -0.0 56671.7 58989.9 1.000 1.000 28356.4 83750.0 33.9 UKOOA 932 28335.8 16.2 0.0 56671.7 58989.9 1.000 1.000 28346.7 83750.0 33.8 UKOOA

932 28335.8 16.2 -0.0 56671.7 58989.9 1.000 1.000 28346.7 83750.0 33.8 UKOOA 933 28335.8 35.2 0.0 56671.7 58989.9 1.000 1.000 28359.5 83750.0 33.9 UKOOA

933 28335.8 35.2 -0.0 56671.7 58989.9 1.000 1.000 28359.5 83750.0 33.9 UKOOA 934 28335.8 178.4 0.0 56671.7 58989.9 1.000 1.000 28455.4 83750.0 34.0 UKOOA

934 28335.8 178.4 -0.0 56671.7 58989.9 1.000 1.000 28455.4 83750.0 34.0 UKOOA 935 28335.8 1521.2 0.0 56671.7 58989.9 1.000 1.000 29355.0 83750.0 35.1 UKOOA

935 28335.8 1521.2 -0.0 56671.7 58989.9 1.000 1.000 29355.0 83750.0 35.1 UKOOA 936 28335.8 4061.2 0.0 56671.7 58989.9 1.000 1.000 31056.8 83750.0 37.1 UKOOA

936 28335.8 4061.2 -0.0 56671.7 58989.9 1.000 1.000 31056.8 83750.0 37.1 UKOOA 937 28335.8 5640.3 0.0 56671.7 58989.9 1.000 1.000 32114.8 83750.0 38.3 UKOOA

937 28335.8 5640.3 -0.0 56671.7 58989.9 1.000 1.000 32114.8 83750.0 38.3 UKOOA 938 28335.8 1885.6 0.0 56671.7 58989.9 1.000 1.000 29599.2 83750.0 35.3 UKOOA

938 28335.8 4015.5 -0.0 65395.3 58989.9 2.129 2.440 31026.2 83750.0 37.0 UKOOA 939 28335.8 12944.2 -0.0 82500.8 58989.9 2.129 2.440 37008.5 83750.0 44.2 UKOOA


171

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

939 28335.8 12944.2 0.0 82500.8 58989.9 2.129 2.440 37008.5 83750.0 44.2 UKOOA 940 28335.8 984.4 -0.0 59588.5 58989.9 2.129 2.440 28995.4 83750.0 34.6 UKOOA

940 28335.8 462.3 0.0 56671.7 58989.9 1.000 1.000 28645.6 83750.0 34.2 UKOOA 941 28335.8 6648.7 -0.0 56671.7 58989.9 1.000 1.000 32790.5 83750.0 39.2 UKOOA

941 28335.8 6648.7 0.0 56671.7 58989.9 1.000 1.000 32790.5 83750.0 39.2 UKOOA 942 28335.8 4426.6 -0.0 56671.7 58989.9 1.000 1.000 31301.7 83750.0 37.4 UKOOA

942 28335.8 4426.6 0.0 56671.7 58989.9 1.000 1.000 31301.7 83750.0 37.4 UKOOA 943 28335.8 1564.6 -0.0 56671.7 58989.9 1.000 1.000 29384.1 83750.0 35.1 UKOOA

943 28335.8 1564.6 0.0 56671.7 58989.9 1.000 1.000 29384.1 83750.0 35.1 UKOOA 944 28335.8 107.9 -0.0 56671.7 58989.9 1.000 1.000 28408.1 83750.0 33.9 UKOOA

944 28335.8 107.9 0.0 56671.7 58989.9 1.000 1.000 28408.1 83750.0 33.9 UKOOA 945 28335.8 219.9 -0.0 56671.7 58989.9 1.000 1.000 28483.2 83750.0 34.0 UKOOA

945 28335.8 219.9 0.0 56671.7 58989.9 1.000 1.000 28483.2 83750.0 34.0 UKOOA 950 28335.8 2280.8 -0.0 56671.7 58989.9 2.300 2.300 29864.0 83750.0 35.7 UKOOA

950 28335.8 175.5 0.0 56671.7 58989.9 1.000 1.000 28453.4 83750.0 34.0 UKOOA 951 28335.8 43.9 -0.0 56671.7 58989.9 1.000 1.000 28365.2 83750.0 33.9 UKOOA

951 28335.8 43.9 0.0 56671.7 58989.9 1.000 1.000 28365.2 83750.0 33.9 UKOOA 960 28335.8 35.9 -0.0 56671.7 58989.9 2.300 2.300 28359.9 83750.0 33.9 UKOOA

960 28335.8 7.0 -0.0 56671.7 58989.9 1.000 1.000 28340.5 83750.0 33.8 UKOOA 961 28335.8 2.7 0.0 56671.7 58989.9 1.000 1.000 28337.6 83750.0 33.8 UKOOA


172

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

961 28335.8 2.7 -0.0 56671.7 58989.9 1.000 1.000 28337.6 83750.0 33.8 UKOOA 962 28335.8 0.9 0.0 56671.7 58989.9 1.000 1.000 28336.4 83750.0 33.8 UKOOA

962 28335.8 0.9 -0.0 56671.7 58989.9 1.000 1.000 28336.4 83750.0 33.8 UKOOA 963 28335.8 0.4 0.0 56671.7 58989.9 1.000 1.000 28336.1 83750.0 33.8 UKOOA

963 28335.8 0.4 -0.0 56671.7 58989.9 1.000 1.000 28336.1 83750.0 33.8 UKOOA 964 28335.8 1.0 0.0 56671.7 58989.9 1.000 1.000 28336.5 83750.0 33.8 UKOOA

964 28335.8 1.0 -0.0 56671.7 58989.9 1.000 1.000 28336.5 83750.0 33.8 UKOOA 965 28335.8 12.1 0.0 56671.7 58989.9 1.000 1.000 28344.0 83750.0 33.8 UKOOA

965 28335.8 12.1 -0.0 56671.7 58989.9 1.000 1.000 28344.0 83750.0 33.8 UKOOA 966 28335.8 26.2 0.0 56671.7 58989.9 1.000 1.000 28353.4 83750.0 33.9 UKOOA

966 28335.8 26.2 -0.0 56671.7 58989.9 1.000 1.000 28353.4 83750.0 33.9 UKOOA 967 28335.8 26.1 0.0 56671.7 58989.9 1.000 1.000 28353.4 83750.0 33.9 UKOOA

967 28335.8 26.1 -0.0 56671.7 58989.9 1.000 1.000 28353.4 83750.0 33.9 UKOOA 969 28335.8 14.6 0.0 56671.7 58989.9 1.000 1.000 28345.6 83750.0 33.8 UKOOA

969 28335.8 14.6 -0.0 56671.7 58989.9 1.000 1.000 28345.6 83750.0 33.8 UKOOA 970 28335.8 48.9 0.0 56671.7 58989.9 1.000 1.000 28368.6 83750.0 33.9 UKOOA

970 28335.8 48.9 -0.0 56671.7 58989.9 1.000 1.000 28368.6 83750.0 33.9 UKOOA 980 28335.8 214.1 0.0 56671.7 58989.9 1.000 1.000 28479.3 83750.0 34.0 UKOOA

1000 28335.8 202.0 -0.0 56671.7 58989.9 1.000 1.000 28471.2 83750.0 34.0 UKOOA 1010 28335.8 285.4 0.0 56671.7 58989.9 1.000 1.000 28527.1 83750.0 34.1 UKOOA

1010 28335.8 285.4 -0.0 56671.7 58989.9 1.000 1.000 28527.1 83750.0 34.1 UKOOA


173

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1011 28335.8 274.8 0.0 56671.7 58989.9 1.000 1.000 28519.9 83750.0 34.1 UKOOA

1011 28335.8 274.8 -0.0 56671.7 58989.9 1.000 1.000 28519.9 83750.0 34.1 UKOOA 1012 28335.8 1317.4 0.0 56671.7 58989.9 1.000 1.000 29218.5 83750.0 34.9 UKOOA

1012 28335.8 1317.4 -0.0 56671.7 58989.9 1.000 1.000 29218.5 83750.0 34.9 UKOOA 1013 28335.8 2857.5 0.0 56671.7 58989.9 1.000 1.000 30250.4 83750.0 36.1 UKOOA

1013 28335.8 2857.5 -0.0 56671.7 58989.9 1.000 1.000 30250.4 83750.0 36.1 UKOOA 1014 28335.8 2613.9 0.0 56671.7 58989.9 1.000 1.000 30087.2 83750.0 35.9 UKOOA

1014 28335.8 2613.9 -0.0 56671.7 58989.9 1.000 1.000 30087.2 83750.0 35.9 UKOOA

82 28335.8 4799.7 0.0 56671.7 58989.9 1.000 1.000 31551.6 83750.0 37.7 UKOOA

82 28335.8 4799.7 -0.0 56671.7 58989.9 1.000 1.000 31551.6 83750.0 37.7 UKOOA 80 28335.8 12213.2 0.0 56671.7 58989.9 1.000 1.000 36518.7 83750.0 43.6 UKOOA

440 28335.8 174.3 -0.1 56671.7 58989.9 1.000 1.000 28452.6 83750.0 34.0 UKOOA 446 28335.8 67.5 0.1 56671.7 58989.9 1.000 1.000 28381.1 83750.0 33.9 UKOOA

446 28335.8 67.5 -0.1 56671.7 58989.9 1.000 1.000 28381.1 83750.0 33.9 UKOOA 447 28335.8 27.7 0.1 56671.7 58989.9 1.000 1.000 28354.4 83750.0 33.9 UKOOA

447 28335.8 27.7 -0.1 56671.7 58989.9 1.000 1.000 28354.4 83750.0 33.9 UKOOA 448 28335.8 12.4 0.1 56671.7 58989.9 1.000 1.000 28344.1 83750.0 33.8 UKOOA

448 28335.8 12.4 -0.1 56671.7 58989.9 1.000 1.000 28344.1 83750.0 33.8 UKOOA 449 28335.8 25.1 0.1 56671.7 58989.9 1.000 1.000 28352.7 83750.0 33.9 UKOOA

449 28335.8 25.1 -0.1 56671.7 58989.9 1.000 1.000 28352.7 83750.0 33.9 UKOOA 451 28335.8 23.2 0.1 56671.7 58989.9 1.000 1.000 28351.4 83750.0 33.9 UKOOA


174

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

451 28335.8 23.2 -0.1 56671.7 58989.9 1.000 1.000 28351.4 83750.0 33.9 UKOOA 1199 28335.8 12.9 0.1 56671.7 58989.9 1.000 1.000 28344.5 83750.0 33.8 UKOOA

1199 28335.8 12.9 -0.1 56671.7 58989.9 1.000 1.000 28344.5 83750.0 33.8 UKOOA 1200 28335.8 48.9 0.1 56671.7 58989.9 1.000 1.000 28368.6 83750.0 33.9 UKOOA

1200 28335.8 48.9 -0.1 56671.7 58989.9 1.000 1.000 28368.6 83750.0 33.9 UKOOA 1210 28335.8 200.8 0.1 56671.7 58989.9 1.000 1.000 28470.4 83750.0 34.0 UKOOA

1230 28335.8 200.8 -0.1 56671.7 58989.9 1.000 1.000 28470.4 83750.0 34.0 UKOOA 1240 28335.8 48.8 0.1 56671.7 58989.9 1.000 1.000 28368.6 83750.0 33.9 UKOOA

1240 28335.8 48.8 -0.1 56671.7 58989.9 1.000 1.000 28368.6 83750.0 33.9 UKOOA 1241 28335.8 23.2 0.1 56671.7 58989.9 1.000 1.000 28351.4 83750.0 33.9 UKOOA

1241 28335.8 23.2 -0.1 56671.7 58989.9 1.000 1.000 28351.4 83750.0 33.9 UKOOA 1242 28335.8 25.2 0.1 56671.7 58989.9 1.000 1.000 28352.7 83750.0 33.9 UKOOA

1242 28335.8 25.2 -0.1 56671.7 58989.9 1.000 1.000 28352.7 83750.0 33.9 UKOOA 1243 28335.8 14.1 0.1 56671.7 58989.9 1.000 1.000 28345.3 83750.0 33.8 UKOOA

1243 28335.8 14.1 -0.1 56671.7 58989.9 1.000 1.000 28345.3 83750.0 33.8 UKOOA 1244 28335.8 86.2 0.1 56671.7 58989.9 1.000 1.000 28393.6 83750.0 33.9 UKOOA

1244 28335.8 86.2 -0.1 56671.7 58989.9 1.000 1.000 28393.6 83750.0 33.9 UKOOA 1250 28335.8 1331.5 0.1 56671.7 58989.9 2.300 2.300 29227.9 83750.0 34.9 UKOOA

1250 28335.8 95.2 0.0 56671.7 58989.9 1.000 1.000 28399.6 83750.0 33.9 UKOOA 1260 28335.8 37.1 -0.0 56671.7 58989.9 2.300 2.300 28360.7 83750.0 33.9 UKOOA


175

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1260 28335.8 25.4 -0.0 56671.7 58989.9 1.000 1.000 28352.9 83750.0 33.9 UKOOA 1261 28335.8 7.2 0.0 56671.7 58989.9 1.000 1.000 28340.6 83750.0 33.8 UKOOA

1261 28335.8 7.2 -0.0 56671.7 58989.9 1.000 1.000 28340.6 83750.0 33.8 UKOOA 1262 28335.8 3.2 0.0 56671.7 58989.9 1.000 1.000 28338.0 83750.0 33.8 UKOOA

1262 28335.8 3.2 -0.0 56671.7 58989.9 1.000 1.000 28338.0 83750.0 33.8 UKOOA 1263 28335.8 5.7 0.0 56671.7 58989.9 1.000 1.000 28339.7 83750.0 33.8 UKOOA

1263 28335.8 5.7 -0.0 56671.7 58989.9 1.000 1.000 28339.7 83750.0 33.8 UKOOA 1264 28335.8 19.7 0.0 56671.7 58989.9 1.000 1.000 28349.1 83750.0 33.8 UKOOA

1264 28335.8 19.7 -0.0 56671.7 58989.9 1.000 1.000 28349.1 83750.0 33.8 UKOOA 1270 28335.8 162.2 0.0 56671.7 58989.9 2.300 2.300 28444.5 83750.0 34.0 UKOOA

1270 28335.8 183.3 0.0 56671.7 58989.9 1.000 1.000 28458.7 83750.0 34.0 UKOOA 1280 28335.8 91.2 -0.0 56671.7 58989.9 1.000 1.000 28396.9 83750.0 33.9 UKOOA

1280 28335.8 91.2 0.0 56671.7 58989.9 1.000 1.000 28396.9 83750.0 33.9 UKOOA 1281 28335.8 185.2 -0.0 56671.7 58989.9 1.000 1.000 28459.9 83750.0 34.0 UKOOA

1281 28335.8 185.2 0.0 56671.7 58989.9 1.000 1.000 28459.9 83750.0 34.0 UKOOA 1282 28335.8 1539.2 -0.0 56671.7 58989.9 1.000 1.000 29367.1 83750.0 35.1 UKOOA

1282 28335.8 1539.2 0.0 56671.7 58989.9 1.000 1.000 29367.1 83750.0 35.1 UKOOA 1283 28335.8 4217.5 -0.0 56671.7 58989.9 1.000 1.000 31161.6 83750.0 37.2 UKOOA

1283 28335.8 4217.5 0.0 56671.7 58989.9 1.000 1.000 31161.6 83750.0 37.2 UKOOA 1284 28335.8 6074.2 -0.0 56671.7 58989.9 1.000 1.000 32405.5 83750.0 38.7 UKOOA

1284 28335.8 6074.2 0.0 56671.7 58989.9 1.000 1.000 32405.5 83750.0 38.7 UKOOA


176

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1285 28335.8 1249.0 -0.0 56671.7 58989.9 1.000 1.000 29172.7 83750.0 34.8 UKOOA

1285 28335.8 2659.7 0.0 62798.1 58989.9 2.129 2.440 30117.9 83750.0 36.0 UKOOA 1286 28335.8 12906.7 -0.0 82429.0 58989.9 2.129 2.440 36983.4 83750.0 44.2 UKOOA

1286 28335.8 12906.7 0.0 82429.0 58989.9 2.129 2.440 36983.4 83750.0 44.2 UKOOA 1290 28335.8 2318.8 -0.0 62145.0 58989.9 2.129 2.440 29889.5 83750.0 35.7 UKOOA

1290 28335.8 1088.9 0.0 56671.7 58989.9 1.000 1.000 29065.4 83750.0 34.7 UKOOA 1291 28335.8 6187.7 -0.0 56671.7 58989.9 1.000 1.000 32481.6 83750.0 38.8 UKOOA

1291 28335.8 6187.7 0.0 56671.7 58989.9 1.000 1.000 32481.6 83750.0 38.8 UKOOA 1292 28335.8 4250.4 -0.0 56671.7 58989.9 1.000 1.000 31183.6 83750.0 37.2 UKOOA

1292 28335.8 4250.4 0.0 56671.7 58989.9 1.000 1.000 31183.6 83750.0 37.2 UKOOA 1293 28335.8 1511.4 -0.0 56671.7 58989.9 1.000 1.000 29348.5 83750.0 35.0 UKOOA

1293 28335.8 1511.4 0.0 56671.7 58989.9 1.000 1.000 29348.5 83750.0 35.0 UKOOA 1294 28335.8 263.9 -0.0 56671.7 58989.9 1.000 1.000 28512.7 83750.0 34.0 UKOOA

1294 28335.8 263.9 0.0 56671.7 58989.9 1.000 1.000 28512.7 83750.0 34.0 UKOOA 1295 28335.8 107.0 -0.0 56671.7 58989.9 1.000 1.000 28407.5 83750.0 33.9 UKOOA

1295 28335.8 107.0 0.0 56671.7 58989.9 1.000 1.000 28407.5 83750.0 33.9 UKOOA 1300 28335.8 187.9 -0.0 56671.7 58989.9 1.000 1.000 28461.7 83750.0 34.0 UKOOA

1300 28335.8 187.9 0.0 56671.7 58989.9 1.000 1.000 28461.7 83750.0 34.0 UKOOA 1310 28335.8 1139.8 -0.0 56671.7 58989.9 2.300 2.300 29099.5 83750.0 34.7 UKOOA

1310 28335.8 102.4 0.0 56671.7 58989.9 1.000 1.000 28404.4 83750.0 33.9 UKOOA 1311 28335.8 32.2 -0.0 56671.7 58989.9 1.000 1.000 28357.4 83750.0 33.9 UKOOA


177

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1311 28335.8 32.2 0.0 56671.7 58989.9 1.000 1.000 28357.4 83750.0 33.9 UKOOA 1313 28335.8 11.3 -0.0 56671.7 58989.9 1.000 1.000 28343.4 83750.0 33.8 UKOOA

1313 28335.8 11.3 0.0 56671.7 58989.9 1.000 1.000 28343.4 83750.0 33.8 UKOOA 1315 28335.8 3.6 -0.0 56671.7 58989.9 1.000 1.000 28338.3 83750.0 33.8 UKOOA

1315 28335.8 3.6 0.0 56671.7 58989.9 1.000 1.000 28338.3 83750.0 33.8 UKOOA 1317 28335.8 1.3 -0.0 56671.7 58989.9 1.000 1.000 28336.7 83750.0 33.8 UKOOA

1317 28335.8 1.3 0.0 56671.7 58989.9 1.000 1.000 28336.7 83750.0 33.8 UKOOA 1321 28335.8 1.0 -0.0 56671.7 58989.9 1.000 1.000 28336.5 83750.0 33.8 UKOOA

1321 28335.8 1.0 0.0 56671.7 58989.9 1.000 1.000 28336.5 83750.0 33.8 UKOOA 1322 28335.8 12.0 -0.0 56671.7 58989.9 1.000 1.000 28343.9 83750.0 33.8 UKOOA

1322 28335.8 12.0 0.0 56671.7 58989.9 1.000 1.000 28343.9 83750.0 33.8 UKOOA 1323 28335.8 25.6 -0.0 56671.7 58989.9 1.000 1.000 28353.0 83750.0 33.9 UKOOA

1323 28335.8 25.6 0.0 56671.7 58989.9 1.000 1.000 28353.0 83750.0 33.9 UKOOA 1324 28335.8 24.1 -0.0 56671.7 58989.9 1.000 1.000 28352.0 83750.0 33.9 UKOOA

1324 28335.8 24.1 0.0 56671.7 58989.9 1.000 1.000 28352.0 83750.0 33.9 UKOOA 1325 28335.8 12.3 -0.0 56671.7 58989.9 1.000 1.000 28344.1 83750.0 33.8 UKOOA

1325 28335.8 12.3 0.0 56671.7 58989.9 1.000 1.000 28344.1 83750.0 33.8 UKOOA 1312 28335.8 48.7 -0.0 56671.7 58989.9 1.000 1.000 28368.5 83750.0 33.9 UKOOA

1312 28335.8 48.7 0.0 56671.7 58989.9 1.000 1.000 28368.5 83750.0 33.9 UKOOA 1314 28335.8 195.4 -0.0 56671.7 58989.9 1.000 1.000 28466.8 83750.0 34.0 UKOOA


178

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1318 28335.8 197.3 0.0 56671.7 58989.9 1.000 1.000 28468.0 83750.0 34.0 UKOOA 1319 28335.8 48.6 -0.0 56671.7 58989.9 1.000 1.000 28368.4 83750.0 33.9 UKOOA

1319 28335.8 48.6 0.0 56671.7 58989.9 1.000 1.000 28368.4 83750.0 33.9 UKOOA 1326 28335.8 20.1 -0.0 56671.7 58989.9 1.000 1.000 28349.3 83750.0 33.8 UKOOA

1326 28335.8 20.1 0.0 56671.7 58989.9 1.000 1.000 28349.3 83750.0 33.8 UKOOA 1327 28335.8 24.2 -0.0 56671.7 58989.9 1.000 1.000 28352.1 83750.0 33.9 UKOOA

1327 28335.8 24.2 0.0 56671.7 58989.9 1.000 1.000 28352.1 83750.0 33.9 UKOOA 1328 28335.8 20.4 -0.0 56671.7 58989.9 1.000 1.000 28349.5 83750.0 33.9 UKOOA

1328 28335.8 20.4 0.0 56671.7 58989.9 1.000 1.000 28349.5 83750.0 33.9 UKOOA 1329 28335.8 98.9 -0.0 56671.7 58989.9 1.000 1.000 28402.1 83750.0 33.9 UKOOA

1329 28335.8 98.9 0.0 56671.7 58989.9 1.000 1.000 28402.1 83750.0 33.9 UKOOA 1320 28335.8 464.3 -0.0 56671.7 58989.9 1.000 1.000 28646.9 83750.0 34.2 UKOOA

1320 28335.8 464.3 0.0 56671.7 58989.9 1.000 1.000 28646.9 83750.0 34.2 UKOOA 1331 28335.8 490.1 -0.0 56671.7 58989.9 1.000 1.000 28664.2 83750.0 34.2 UKOOA

1331 28335.8 490.1 0.0 56671.7 58989.9 1.000 1.000 28664.2 83750.0 34.2 UKOOA 1330 28335.8 3322.5 -0.0 56671.7 58989.9 2.300 2.300 30561.9 83750.0 36.5 UKOOA

1330 28335.8 1840.3 -0.0 56671.7 58989.9 1.000 1.000 29568.9 83750.0 35.3 UKOOA 1332 28335.8 654.7 0.0 56671.7 58989.9 1.000 1.000 28774.5 83750.0 34.4 UKOOA

1332 28335.8 654.7 -0.0 56671.7 58989.9 1.000 1.000 28774.5 83750.0 34.4 UKOOA 1333 28335.8 92.3 0.0 56671.7 58989.9 1.000 1.000 28397.7 83750.0 33.9 UKOOA

1333 28335.8 92.3 -0.0 56671.7 58989.9 1.000 1.000 28397.7 83750.0 33.9 UKOOA


179

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1334 28335.8 1229.3 0.0 56671.7 58989.9 1.000 1.000 29159.5 83750.0 34.8 UKOOA

1334 28335.8 1229.3 -0.0 56671.7 58989.9 1.000 1.000 29159.5 83750.0 34.8 UKOOA 1335 28335.8 3156.7 0.0 56671.7 58989.9 1.000 1.000 30450.8 83750.0 36.4 UKOOA

1335 28335.8 3156.7 -0.0 56671.7 58989.9 1.000 1.000 30450.8 83750.0 36.4 UKOOA 1336 28335.8 4302.7 0.0 56671.7 58989.9 1.000 1.000 31218.6 83750.0 37.3 UKOOA

1336 28335.8 4302.7 -0.0 56671.7 58989.9 1.000 1.000 31218.6 83750.0 37.3 UKOOA 1337 28335.8 1754.2 0.0 56671.7 58989.9 1.000 1.000 29511.2 83750.0 35.2 UKOOA

1337 28335.8 3735.5 -0.0 64859.1 58989.9 2.129 2.440 30838.7 83750.0 36.8 UKOOA 1338 28335.8 10352.3 0.0 77535.3 58989.9 2.129 2.440 35271.9 83750.0 42.1 UKOOA

1338 28335.8 10352.3 -0.0 77535.3 58989.9 2.129 2.440 35271.9 83750.0 42.1 UKOOA 1340 28335.8 229.1 -0.0 58141.6 58989.9 2.129 2.440 28489.4 83750.0 34.0 UKOOA

1340 28335.8 107.6 0.0 56671.7 58989.9 1.000 1.000 28407.9 83750.0 33.9 UKOOA 1341 28335.8 5468.6 -0.0 56671.7 58989.9 1.000 1.000 31999.8 83750.0 38.2 UKOOA

1341 28335.8 5468.6 0.0 56671.7 58989.9 1.000 1.000 31999.8 83750.0 38.2 UKOOA 1351 28335.8 3551.2 -0.0 56671.7 58989.9 1.000 1.000 30715.2 83750.0 36.7 UKOOA

1351 28335.8 3551.2 0.0 56671.7 58989.9 1.000 1.000 30715.2 83750.0 36.7 UKOOA 1352 28335.8 1174.1 -0.0 56671.7 58989.9 1.000 1.000 29122.5 83750.0 34.8 UKOOA

1352 28335.8 1174.1 0.0 56671.7 58989.9 1.000 1.000 29122.5 83750.0 34.8 UKOOA 1353 28335.8 81.6 -0.0 56671.7 58989.9 1.000 1.000 28390.5 83750.0 33.9 UKOOA

1353 28335.8 81.6 0.0 56671.7 58989.9 1.000 1.000 28390.5 83750.0 33.9 UKOOA 1354 28335.8 203.6 -0.0 56671.7 58989.9 1.000 1.000 28472.3 83750.0 34.0 UKOOA


180

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1354 28335.8 203.6 0.0 56671.7 58989.9 1.000 1.000 28472.3 83750.0 34.0 UKOOA 1355 28335.8 113.0 -0.0 56671.7 58989.9 1.000 1.000 28411.6 83750.0 33.9 UKOOA

1355 28335.8 113.0 0.0 56671.7 58989.9 1.000 1.000 28411.6 83750.0 33.9 UKOOA 1356 28335.8 78.3 -0.0 56671.7 58989.9 1.000 1.000 28388.3 83750.0 33.9 UKOOA

1356 28335.8 78.3 0.0 56671.7 58989.9 1.000 1.000 28388.3 83750.0 33.9 UKOOA 1342 28335.8 65.8 -0.0 56671.7 58989.9 1.000 1.000 28379.9 83750.0 33.9 UKOOA

1342 28335.8 65.8 0.0 56671.7 58989.9 1.000 1.000 28379.9 83750.0 33.9 UKOOA 1343 28335.8 195.4 -0.0 56671.7 58989.9 1.000 1.000 28466.8 83750.0 34.0 UKOOA

1345 28335.8 198.5 0.0 56671.7 58989.9 1.000 1.000 28468.8 83750.0 34.0 UKOOA 1346 28335.8 81.3 -0.0 56671.7 58989.9 1.000 1.000 28390.3 83750.0 33.9 UKOOA

1346 28335.8 81.3 0.0 56671.7 58989.9 1.000 1.000 28390.3 83750.0 33.9 UKOOA 1357 28335.8 22.4 -0.0 56671.7 58989.9 1.000 1.000 28350.9 83750.0 33.9 UKOOA

1357 28335.8 22.4 0.0 56671.7 58989.9 1.000 1.000 28350.9 83750.0 33.9 UKOOA 1358 28335.8 183.2 -0.0 56671.7 58989.9 1.000 1.000 28458.6 83750.0 34.0 UKOOA

1358 28335.8 183.2 0.0 56671.7 58989.9 1.000 1.000 28458.6 83750.0 34.0 UKOOA 1347 28335.8 1677.3 -0.0 56671.7 58989.9 2.300 2.300 29459.6 83750.0 35.2 UKOOA

1347 28335.8 452.3 -0.0 56671.7 58989.9 1.000 1.000 28638.9 83750.0 34.2 UKOOA 1348 28335.8 191.5 0.0 56671.7 58989.9 1.000 1.000 28464.2 83750.0 34.0 UKOOA

1348 28335.8 191.5 -0.0 56671.7 58989.9 1.000 1.000 28464.2 83750.0 34.0 UKOOA 1349 28335.8 807.6 0.0 56671.7 58989.9 1.000 1.000 28876.9 83750.0 34.5 UKOOA


181

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1349 28335.8 807.6 -0.0 56671.7 58989.9 1.000 1.000 28876.9 83750.0 34.5 UKOOA 1359 28335.8 3271.6 0.0 56671.7 58989.9 1.000 1.000 30527.8 83750.0 36.5 UKOOA

1359 28335.8 3271.6 -0.0 56671.7 58989.9 1.000 1.000 30527.8 83750.0 36.5 UKOOA 1361 28335.8 5200.2 0.0 56671.7 58989.9 1.000 1.000 31820.0 83750.0 38.0 UKOOA

1361 28335.8 5200.2 -0.0 56671.7 58989.9 1.000 1.000 31820.0 83750.0 38.0 UKOOA 1362 28335.8 44.0 0.0 56671.7 58989.9 1.000 1.000 28365.3 83750.0 33.9 UKOOA

1362 28335.8 93.8 -0.0 57882.3 58989.9 2.129 2.440 28398.7 83750.0 33.9 UKOOA 1363 28335.8 9635.0 0.0 76161.2 58989.9 2.129 2.440 34791.3 83750.0 41.5 UKOOA

1363 28335.8 9635.0 -0.0 76161.2 58989.9 2.129 2.440 34791.3 83750.0 41.5 UKOOA 1350 28335.8 3709.9 0.0 64809.9 58989.9 2.129 2.440 30821.4 83750.0 36.8 UKOOA

1350 28335.8 1742.1 -0.0 56671.7 58989.9 1.000 1.000 29503.1 83750.0 35.2 UKOOA 1364 28335.8 3918.7 0.0 56671.7 58989.9 1.000 1.000 30961.4 83750.0 37.0 UKOOA

1364 28335.8 3918.7 -0.0 56671.7 58989.9 1.000 1.000 30961.4 83750.0 37.0 UKOOA 1365 28335.8 2791.5 0.0 56671.7 58989.9 1.000 1.000 30206.1 83750.0 36.1 UKOOA

1365 28335.8 2791.5 -0.0 56671.7 58989.9 1.000 1.000 30206.1 83750.0 36.1 UKOOA 1366 28335.8 789.2 0.0 56671.7 58989.9 1.000 1.000 28864.6 83750.0 34.5 UKOOA

1366 28335.8 789.2 -0.0 56671.7 58989.9 1.000 1.000 28864.6 83750.0 34.5 UKOOA 1367 28335.8 506.0 0.0 56671.7 58989.9 1.000 1.000 28674.9 83750.0 34.2 UKOOA

1367 28335.8 506.0 -0.0 56671.7 58989.9 1.000 1.000 28674.9 83750.0 34.2 UKOOA 1360 28335.8 9755.6 0.0 56671.7 58989.9 2.300 2.300 34872.1 83750.0 41.6 UKOOA

1360 28335.8 548.4 0.0 56671.7 58989.9 1.000 1.000 28703.3 83750.0 34.3 UKOOA


182

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1370 28335.8 200.7 -0.0 56671.7 58989.9 1.000 1.000 28470.3 83750.0 34.0 UKOOA

1370 28335.8 200.7 0.0 56671.7 58989.9 1.000 1.000 28470.3 83750.0 34.0 UKOOA 1371 28335.8 65.4 -0.0 56671.7 58989.9 1.000 1.000 28379.7 83750.0 33.9 UKOOA

1371 28335.8 65.4 0.0 56671.7 58989.9 1.000 1.000 28379.7 83750.0 33.9 UKOOA 1372 28335.8 144.5 -0.0 56671.7 58989.9 1.000 1.000 28432.6 83750.0 33.9 UKOOA

1372 28335.8 144.5 0.0 56671.7 58989.9 1.000 1.000 28432.6 83750.0 33.9 UKOOA 1373 28335.8 1155.7 -0.0 56671.7 58989.9 1.000 1.000 29110.1 83750.0 34.8 UKOOA

1373 28335.8 1155.7 0.0 56671.7 58989.9 1.000 1.000 29110.1 83750.0 34.8 UKOOA 1374 28335.8 3007.8 -0.0 56671.7 58989.9 1.000 1.000 30351.1 83750.0 36.2 UKOOA

1374 28335.8 3007.8 0.0 56671.7 58989.9 1.000 1.000 30351.1 83750.0 36.2 UKOOA 1379 28335.8 4020.6 -0.0 56671.7 58989.9 1.000 1.000 31029.7 83750.0 37.1 UKOOA

1379 28335.8 4020.6 0.0 56671.7 58989.9 1.000 1.000 31029.7 83750.0 37.1 UKOOA 1381 28335.8 1904.4 -0.0 56671.7 58989.9 1.000 1.000 29611.8 83750.0 35.4 UKOOA

1381 28335.8 4882.9 0.0 67234.7 58989.9 2.564 2.938 31607.4 83750.0 37.7 UKOOA 1382 28335.8 11298.9 0.0 79223.8 58989.9 2.564 2.938 35906.1 83750.0 42.9 UKOOA

1382 28335.8 11298.9 -0.0 79223.8 58989.9 2.564 2.938 35906.1 83750.0 42.9 UKOOA 1375 28335.8 4061.5 0.0 65699.8 58989.9 2.564 2.938 31057.0 83750.0 37.1 UKOOA

1375 28335.8 1584.0 -0.0 56671.7 58989.9 1.000 1.000 29397.2 83750.0 35.1 UKOOA 1377 28335.8 4376.4 0.0 56671.7 58989.9 1.000 1.000 31268.0 83750.0 37.3 UKOOA

1377 28335.8 4376.4 -0.0 56671.7 58989.9 1.000 1.000 31268.0 83750.0 37.3 UKOOA 1378 28335.8 2470.6 0.0 56671.7 58989.9 1.000 1.000 29991.1 83750.0 35.8 UKOOA


183

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1378 28335.8 2470.6 -0.0 56671.7 58989.9 1.000 1.000 29991.1 83750.0 35.8 UKOOA 1383 28335.8 3022.6 0.0 56671.7 58989.9 1.000 1.000 30361.0 83750.0 36.3 UKOOA

1383 28335.8 3022.6 -0.0 56671.7 58989.9 1.000 1.000 30361.0 83750.0 36.3 UKOOA 1384 28335.8 5346.8 0.0 56671.7 58989.9 1.000 1.000 31918.2 83750.0 38.1 UKOOA

1384 28335.8 5346.8 -0.0 56671.7 58989.9 1.000 1.000 31918.2 83750.0 38.1 UKOOA 1385 28335.8 865.1 0.0 56671.7 58989.9 1.000 1.000 28915.4 83750.0 34.5 UKOOA

1385 28335.8 2218.0 -0.0 62255.0 58989.9 2.564 2.938 29821.9 83750.0 35.6 UKOOA 1386 28335.8 11541.0 0.0 79676.3 58989.9 2.564 2.938 36068.3 83750.0 43.1 UKOOA

1386 28335.8 11541.0 -0.0 79676.3 58989.9 2.564 2.938 36068.3 83750.0 43.1 UKOOA 1376 28335.8 6966.2 0.0 71127.6 58989.9 2.564 2.938 33003.2 83750.0 39.4 UKOOA

1376 28335.8 2716.9 -0.0 56671.7 58989.9 1.000 1.000 30156.2 83750.0 36.0 UKOOA 1387 28335.8 3164.2 0.0 56671.7 58989.9 1.000 1.000 30455.9 83750.0 36.4 UKOOA

1387 28335.8 3164.2 -0.0 56671.7 58989.9 1.000 1.000 30455.9 83750.0 36.4 UKOOA 1388 28335.8 2616.2 0.0 56671.7 58989.9 1.000 1.000 30088.7 83750.0 35.9 UKOOA

1388 28335.8 2616.2 -0.0 56671.7 58989.9 1.000 1.000 30088.7 83750.0 35.9 UKOOA 1389 28335.8 1079.9 0.0 56671.7 58989.9 1.000 1.000 29059.4 83750.0 34.7 UKOOA

1389 28335.8 1079.9 -0.0 56671.7 58989.9 1.000 1.000 29059.4 83750.0 34.7 UKOOA 1391 28335.8 103.6 0.0 56671.7 58989.9 1.000 1.000 28405.3 83750.0 33.9 UKOOA

1391 28335.8 103.6 -0.0 56671.7 58989.9 1.000 1.000 28405.3 83750.0 33.9 UKOOA 1392 28335.8 18.6 0.0 56671.7 58989.9 1.000 1.000 28348.3 83750.0 33.8 UKOOA


184

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1392 28335.8 18.6 -0.0 56671.7 58989.9 1.000 1.000 28348.3 83750.0 33.8 UKOOA 1393 28335.8 4.0 0.0 56671.7 58989.9 1.000 1.000 28338.5 83750.0 33.8 UKOOA

1393 28335.8 4.0 -0.0 56671.7 58989.9 1.000 1.000 28338.5 83750.0 33.8 UKOOA 1394 28335.8 2.2 0.0 56671.7 58989.9 1.000 1.000 28337.3 83750.0 33.8 UKOOA

1394 28335.8 2.2 -0.0 56671.7 58989.9 1.000 1.000 28337.3 83750.0 33.8 UKOOA 1395 28335.8 5.8 0.0 56671.7 58989.9 1.000 1.000 28339.7 83750.0 33.8 UKOOA

1395 28335.8 5.8 -0.0 56671.7 58989.9 1.000 1.000 28339.7 83750.0 33.8 UKOOA 1396 28335.8 21.1 0.0 56671.7 58989.9 1.000 1.000 28350.0 83750.0 33.9 UKOOA

1396 28335.8 21.1 -0.0 56671.7 58989.9 1.000 1.000 28350.0 83750.0 33.9 UKOOA 1397 28335.8 90.0 0.0 56671.7 58989.9 1.000 1.000 28396.1 83750.0 33.9 UKOOA

1397 28335.8 90.0 -0.0 56671.7 58989.9 1.000 1.000 28396.1 83750.0 33.9 UKOOA 1380 28335.8 779.3 0.0 56671.7 58989.9 2.300 2.300 28858.0 83750.0 34.5 UKOOA

1380 28335.8 1489.2 -0.1 56671.7 58989.9 1.000 1.000 29333.6 83750.0 35.0 UKOOA 1398 28335.8 611.7 0.1 56671.7 58989.9 1.000 1.000 28745.7 83750.0 34.3 UKOOA

1398 28335.8 611.7 -0.1 56671.7 58989.9 1.000 1.000 28745.7 83750.0 34.3 UKOOA 1399 28335.8 79.6 0.1 56671.7 58989.9 1.000 1.000 28389.2 83750.0 33.9 UKOOA

1399 28335.8 79.6 -0.1 56671.7 58989.9 1.000 1.000 28389.2 83750.0 33.9 UKOOA 1401 28335.8 33.7 0.1 56671.7 58989.9 1.000 1.000 28358.4 83750.0 33.9 UKOOA

1401 28335.8 33.7 -0.1 56671.7 58989.9 1.000 1.000 28358.4 83750.0 33.9 UKOOA 1402 28335.8 33.6 0.1 56671.7 58989.9 1.000 1.000 28358.4 83750.0 33.9 UKOOA

1402 28335.8 33.6 -0.1 56671.7 58989.9 1.000 1.000 28358.4 83750.0 33.9 UKOOA


185

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1403 28335.8 20.9 0.1 56671.7 58989.9 1.000 1.000 28349.9 83750.0 33.9 UKOOA

1403 28335.8 20.9 -0.1 56671.7 58989.9 1.000 1.000 28349.9 83750.0 33.9 UKOOA 1390 28335.8 114.2 0.1 56671.7 58989.9 2.300 2.300 28412.4 83750.0 33.9 UKOOA

1390 28335.8 49.7 -0.1 56671.7 58989.9 1.000 1.000 28369.1 83750.0 33.9 UKOOA 1400 28335.8 199.7 0.1 56671.7 58989.9 1.000 1.000 28469.6 83750.0 34.0 UKOOA

1420 28335.8 200.2 -0.1 56671.7 58989.9 1.000 1.000 28470.0 83750.0 34.0 UKOOA 1430 28335.8 55.2 0.1 56671.7 58989.9 1.000 1.000 28372.8 83750.0 33.9 UKOOA

1430 28335.8 55.2 -0.1 56671.7 58989.9 1.000 1.000 28372.8 83750.0 33.9 UKOOA 1431 28335.8 1353.9 0.1 56671.7 58989.9 1.000 1.000 29242.9 83750.0 34.9 UKOOA

1431 28335.8 1353.9 -0.1 56671.7 58989.9 1.000 1.000 29242.9 83750.0 34.9 UKOOA 1432 28335.8 3601.2 0.1 56671.7 58989.9 1.000 1.000 30748.6 83750.0 36.7 UKOOA

1432 28335.8 3601.2 -0.1 56671.7 58989.9 1.000 1.000 30748.6 83750.0 36.7 UKOOA 1433 28335.8 3997.4 0.1 56671.7 58989.9 1.000 1.000 31014.1 83750.0 37.0 UKOOA

1433 28335.8 8512.4 -0.1 74010.5 58989.9 2.129 2.440 34039.2 83750.0 40.6 UKOOA 1434 28335.8 10885.6 -0.3 78557.0 58989.9 2.129 2.440 35629.2 83750.0 42.5 UKOOA

1434 28335.8 10885.6 0.3 78557.0 58989.9 2.129 2.440 35629.2 83750.0 42.5 UKOOA 1440 28335.8 4438.5 0.1 66205.8 58989.9 2.129 2.440 31309.6 83750.0 37.4 UKOOA

1440 28335.8 2084.3 -0.1 56671.7 58989.9 1.000 1.000 29732.3 83750.0 35.5 UKOOA 1441 28335.8 7254.3 0.1 56671.7 58989.9 1.000 1.000 33196.2 83750.0 39.6 UKOOA

1441 28335.8 7254.3 -0.1 56671.7 58989.9 1.000 1.000 33196.2 83750.0 39.6 UKOOA 1442 28335.8 4261.3 0.1 56671.7 58989.9 1.000 1.000 31190.9 83750.0 37.2 UKOOA


186

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1442 28335.8 4261.3 -0.1 56671.7 58989.9 1.000 1.000 31190.9 83750.0 37.2 UKOOA 1443 28335.8 1229.7 0.1 56671.7 58989.9 1.000 1.000 29159.7 83750.0 34.8 UKOOA

1443 28335.8 1229.7 -0.1 56671.7 58989.9 1.000 1.000 29159.7 83750.0 34.8 UKOOA 1444 28335.8 309.1 0.1 56671.7 58989.9 1.000 1.000 28542.9 83750.0 34.1 UKOOA

1444 28335.8 309.1 -0.1 56671.7 58989.9 1.000 1.000 28542.9 83750.0 34.1 UKOOA 1445 28335.8 348.5 0.1 56671.7 58989.9 1.000 1.000 28569.4 83750.0 34.1 UKOOA

1445 28335.8 348.5 -0.1 56671.7 58989.9 1.000 1.000 28569.4 83750.0 34.1 UKOOA 1446 28335.8 1102.4 0.1 56671.7 58989.9 1.000 1.000 29074.5 83750.0 34.7 UKOOA

1446 28335.8 1102.4 -0.1 56671.7 58989.9 1.000 1.000 29074.5 83750.0 34.7 UKOOA 1447 28335.8 4308.0 0.1 56671.7 58989.9 1.000 1.000 31222.2 83750.0 37.3 UKOOA

1447 28335.8 4308.0 -0.1 56671.7 58989.9 1.000 1.000 31222.2 83750.0 37.3 UKOOA 1448 28335.8 7998.5 0.1 56671.7 58989.9 1.000 1.000 33694.8 83750.0 40.2 UKOOA

1448 28335.8 7998.5 -0.1 56671.7 58989.9 1.000 1.000 33694.8 83750.0 40.2 UKOOA 1449 28335.8 4248.7 0.1 56671.7 58989.9 1.000 1.000 31182.5 83750.0 37.2 UKOOA

1449 28335.8 10893.6 -0.1 78466.5 58989.9 2.564 2.938 35634.6 83750.0 42.5 UKOOA 1451 28335.8 5580.7 0.2 68538.6 58989.9 2.564 2.938 32074.9 83750.0 38.3 UKOOA

1451 28335.8 5580.7 -0.2 68538.6 58989.9 2.564 2.938 32074.9 83750.0 38.3 UKOOA 1450 28335.8 4973.3 0.3 67403.7 58989.9 2.564 2.938 31668.0 83750.0 37.8 UKOOA

1450 28335.8 1939.7 -0.3 56671.7 58989.9 1.000 1.000 29635.4 83750.0 35.4 UKOOA 1452 28335.8 3608.7 0.3 56671.7 58989.9 1.000 1.000 30753.7 83750.0 36.7 UKOOA


187

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1452 28335.8 3608.7 -0.3 56671.7 58989.9 1.000 1.000 30753.7 83750.0 36.7 UKOOA 1453 28335.8 2747.7 0.3 56671.7 58989.9 1.000 1.000 30176.8 83750.0 36.0 UKOOA

1453 28335.8 2747.7 -0.3 56671.7 58989.9 1.000 1.000 30176.8 83750.0 36.0 UKOOA 1454 28335.8 1072.8 0.3 56671.7 58989.9 1.000 1.000 29054.7 83750.0 34.7 UKOOA

1454 28335.8 1072.8 -0.3 56671.7 58989.9 1.000 1.000 29054.7 83750.0 34.7 UKOOA 1455 28335.8 119.6 0.3 56671.7 58989.9 1.000 1.000 28416.0 83750.0 33.9 UKOOA

1455 28335.8 119.6 -0.3 56671.7 58989.9 1.000 1.000 28416.0 83750.0 33.9 UKOOA 1456 28335.8 31.7 0.3 56671.7 58989.9 1.000 1.000 28357.1 83750.0 33.9 UKOOA

1456 28335.8 31.7 -0.3 56671.7 58989.9 1.000 1.000 28357.1 83750.0 33.9 UKOOA 1457 28335.8 27.7 0.3 56671.7 58989.9 1.000 1.000 28354.4 83750.0 33.9 UKOOA

1457 28335.8 27.7 -0.3 56671.7 58989.9 1.000 1.000 28354.4 83750.0 33.9 UKOOA 538 28335.8 1.9 0.3 56671.7 58989.9 1.000 1.000 28337.1 83750.0 33.8 UKOOA

538 28335.8 1.9 -0.3 56671.7 58989.9 1.000 1.000 28337.1 83750.0 33.8 UKOOA 490 28335.8 31.5 0.3 56671.7 58989.9 1.000 1.000 28356.9 83750.0 33.9 UKOOA

145 28335.8 154.4 3.5 56671.7 58989.9 1.000 1.000 28439.3 83750.0 34.0 UKOOA 166 28335.8 1082.3 -3.5 56671.7 58989.9 1.000 1.000 29061.0 83750.0 34.7 UKOOA

166 28335.8 1082.3 3.5 56671.7 58989.9 1.000 1.000 29061.0 83750.0 34.7 UKOOA 167 28335.8 2082.4 -3.5 56671.7 58989.9 1.000 1.000 29731.1 83750.0 35.5 UKOOA

167 28335.8 4434.5 3.5 66198.1 58989.9 2.129 2.440 31306.9 83750.0 37.4 UKOOA 168 28335.8 1020.3 -1.6 59657.2 58989.9 2.129 2.440 29019.4 83750.0 34.7 UKOOA

168 28335.8 1020.3 1.6 59657.2 58989.9 2.129 2.440 29019.4 83750.0 34.7 UKOOA


188

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

2145 28335.8 4134.0 -0.0 65622.5 58989.9 2.129 2.440 31105.6 83750.0 37.1 UKOOA

2145 28335.8 1941.3 0.0 56671.7 58989.9 1.000 1.000 29636.5 83750.0 35.4 UKOOA 2154 28335.8 1207.4 -0.0 56671.7 58989.9 1.000 1.000 29144.8 83750.0 34.8 UKOOA

2154 28335.8 1207.4 0.0 56671.7 58989.9 1.000 1.000 29144.8 83750.0 34.8 UKOOA 2155 28335.8 130.5 -0.0 56671.7 58989.9 1.000 1.000 28423.3 83750.0 33.9 UKOOA

210 28335.8 3884.7 0.0 56671.7 58989.9 1.000 1.000 30938.6 83750.0 36.9 UKOOA 214 28335.8 1175.0 -0.0 56671.7 58989.9 1.000 1.000 29123.1 83750.0 34.8 UKOOA

214 28335.8 1175.0 0.0 56671.7 58989.9 1.000 1.000 29123.1 83750.0 34.8 UKOOA 215 28335.8 1557.2 -0.0 56671.7 58989.9 1.000 1.000 29379.1 83750.0 35.1 UKOOA

215 28335.8 1557.2 0.0 56671.7 58989.9 1.000 1.000 29379.1 83750.0 35.1 UKOOA 216 28335.8 793.3 -0.0 56671.7 58989.9 1.000 1.000 28867.4 83750.0 34.5 UKOOA

216 28335.8 793.3 0.0 56671.7 58989.9 1.000 1.000 28867.4 83750.0 34.5 UKOOA 217 28335.8 47.2 -0.0 56671.7 58989.9 1.000 1.000 28367.5 83750.0 33.9 UKOOA

217 28335.8 47.2 0.0 56671.7 58989.9 1.000 1.000 28367.5 83750.0 33.9 UKOOA 218 28335.8 11.2 -0.0 56671.7 58989.9 1.000 1.000 28343.4 83750.0 33.8 UKOOA

218 28335.8 11.2 0.0 56671.7 58989.9 1.000 1.000 28343.4 83750.0 33.8 UKOOA 221 28335.8 3.3 -0.0 56671.7 58989.9 1.000 1.000 28338.0 83750.0 33.8 UKOOA

221 28335.8 3.3 0.0 56671.7 58989.9 1.000 1.000 28338.0 83750.0 33.8 UKOOA 222 28335.8 1.4 -0.0 56671.7 58989.9 1.000 1.000 28336.8 83750.0 33.8 UKOOA

222 28335.8 1.4 0.0 56671.7 58989.9 1.000 1.000 28336.8 83750.0 33.8 UKOOA 223 28335.8 14.1 -0.0 56671.7 58989.9 1.000 1.000 28345.3 83750.0 33.8 UKOOA


189

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

223 28335.8 14.1 0.0 56671.7 58989.9 1.000 1.000 28345.3 83750.0 33.8 UKOOA 224 28335.8 15.2 -0.0 56671.7 58989.9 1.000 1.000 28346.0 83750.0 33.8 UKOOA

224 28335.8 15.2 0.0 56671.7 58989.9 1.000 1.000 28346.0 83750.0 33.8 UKOOA 225 28335.8 18.4 -0.0 56671.7 58989.9 1.000 1.000 28348.2 83750.0 33.8 UKOOA

225 28335.8 18.4 0.0 56671.7 58989.9 1.000 1.000 28348.2 83750.0 33.8 UKOOA 2209 28335.8 75.9 -0.0 56671.7 58989.9 1.000 1.000 28386.7 83750.0 33.9 UKOOA

2209 28335.8 75.9 0.0 56671.7 58989.9 1.000 1.000 28386.7 83750.0 33.9 UKOOA 2210 28335.8 133.4 -0.0 56671.7 58989.9 1.000 1.000 28425.2 83750.0 33.9 UKOOA

270 28335.8 569.2 0.0 56671.7 58989.9 1.000 1.000 28717.2 83750.0 34.3 UKOOA 301 28335.8 846.3 -0.0 56671.7 58989.9 1.000 1.000 28902.9 83750.0 34.5 UKOOA

301 28335.8 846.3 0.0 56671.7 58989.9 1.000 1.000 28902.9 83750.0 34.5 UKOOA 302 28335.8 456.3 -0.0 56671.7 58989.9 1.000 1.000 28641.6 83750.0 34.2 UKOOA

302 28335.8 456.3 0.0 56671.7 58989.9 1.000 1.000 28641.6 83750.0 34.2 UKOOA 3269 28335.8 240.4 -0.0 56671.7 58989.9 1.000 1.000 28496.9 83750.0 34.0 UKOOA

3269 28335.8 240.4 0.0 56671.7 58989.9 1.000 1.000 28496.9 83750.0 34.0 UKOOA 3270 28335.8 133.4 -0.0 56671.7 58989.9 1.000 1.000 28425.2 83750.0 33.9 UKOOA

350 28335.8 50.8 -2.2 56671.7 58989.9 1.000 1.000 28369.9 83750.0 33.9 UKOOA 419 28335.8 836.6 2.2 56671.7 58989.9 1.000 1.000 28896.4 83750.0 34.5 UKOOA

419 28335.8 836.6 -2.2 56671.7 58989.9 1.000 1.000 28896.4 83750.0 34.5 UKOOA 421 28335.8 2029.4 2.2 56671.7 58989.9 1.000 1.000 29695.5 83750.0 35.5 UKOOA


190

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

421 28335.8 4321.5 -2.2 65981.7 58989.9 2.129 2.440 31231.3 83750.0 37.3 UKOOA 422 28335.8 981.4 0.8 59582.6 58989.9 2.129 2.440 28993.4 83750.0 34.6 UKOOA

422 28335.8 981.4 -0.8 59582.6 58989.9 2.129 2.440 28993.4 83750.0 34.6 UKOOA 3350 28335.8 4162.6 -0.0 65677.2 58989.9 2.129 2.440 31124.8 83750.0 37.2 UKOOA

3350 28335.8 1954.7 0.0 56671.7 58989.9 1.000 1.000 29645.5 83750.0 35.4 UKOOA 3359 28335.8 1215.7 -0.0 56671.7 58989.9 1.000 1.000 29150.4 83750.0 34.8 UKOOA

3359 28335.8 1215.7 0.0 56671.7 58989.9 1.000 1.000 29150.4 83750.0 34.8 UKOOA 3360 28335.8 130.9 -0.0 56671.7 58989.9 1.000 1.000 28423.5 83750.0 33.9 UKOOA

370 28335.8 29.0 -2.2 56671.7 58989.9 1.000 1.000 28355.3 83750.0 33.9 UKOOA 423 28335.8 917.7 2.2 56671.7 58989.9 1.000 1.000 28950.7 83750.0 34.6 UKOOA

423 28335.8 917.7 -2.2 56671.7 58989.9 1.000 1.000 28950.7 83750.0 34.6 UKOOA 424 28335.8 2070.8 2.2 56671.7 58989.9 1.000 1.000 29723.3 83750.0 35.5 UKOOA

424 28335.8 4409.7 -2.2 66150.7 58989.9 2.129 2.440 31290.4 83750.0 37.4 UKOOA 425 28335.8 1014.3 0.8 59645.8 58989.9 2.129 2.440 29015.4 83750.0 34.6 UKOOA

425 28335.8 1014.3 -0.8 59645.8 58989.9 2.129 2.440 29015.4 83750.0 34.6 UKOOA 4370 28335.8 4154.7 -0.0 65662.1 58989.9 2.129 2.440 31119.5 83750.0 37.2 UKOOA

4370 28335.8 1951.0 0.0 56671.7 58989.9 1.000 1.000 29643.0 83750.0 35.4 UKOOA 4379 28335.8 1213.4 -0.0 56671.7 58989.9 1.000 1.000 29148.8 83750.0 34.8 UKOOA

4379 28335.8 1213.4 0.0 56671.7 58989.9 1.000 1.000 29148.8 83750.0 34.8 UKOOA 4380 28335.8 130.9 -0.0 56671.7 58989.9 1.000 1.000 28423.5 83750.0 33.9 UKOOA

580 28335.8 26.9 0.0 56671.7 58989.9 1.000 1.000 28353.9 83750.0 33.9 UKOOA


191

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

581 28335.8 47.9 -0.0 56671.7 58989.9 1.000 1.000 28367.9 83750.0 33.9 UKOOA

581 28335.8 47.9 0.0 56671.7 58989.9 1.000 1.000 28367.9 83750.0 33.9 UKOOA 582 28335.8 36.6 -0.0 56671.7 58989.9 1.000 1.000 28360.4 83750.0 33.9 UKOOA

582 28335.8 36.6 0.0 56671.7 58989.9 1.000 1.000 28360.4 83750.0 33.9 UKOOA 583 28335.8 17.2 -0.0 56671.7 58989.9 1.000 1.000 28347.4 83750.0 33.8 UKOOA

583 28335.8 17.2 0.0 56671.7 58989.9 1.000 1.000 28347.4 83750.0 33.8 UKOOA 584 28335.8 14.8 -0.0 56671.7 58989.9 1.000 1.000 28345.8 83750.0 33.8 UKOOA

584 28335.8 14.8 0.0 56671.7 58989.9 1.000 1.000 28345.8 83750.0 33.8 UKOOA 585 28335.8 14.8 -0.0 56671.7 58989.9 1.000 1.000 28345.8 83750.0 33.8 UKOOA

585 28335.8 14.8 0.0 56671.7 58989.9 1.000 1.000 28345.8 83750.0 33.8 UKOOA 586 28335.8 18.4 -0.0 56671.7 58989.9 1.000 1.000 28348.2 83750.0 33.8 UKOOA

586 28335.8 18.4 0.0 56671.7 58989.9 1.000 1.000 28348.2 83750.0 33.8 UKOOA 4579 28335.8 75.9 -0.0 56671.7 58989.9 1.000 1.000 28386.7 83750.0 33.9 UKOOA

4579 28335.8 75.9 0.0 56671.7 58989.9 1.000 1.000 28386.7 83750.0 33.9 UKOOA 4580 28335.8 133.4 -0.0 56671.7 58989.9 1.000 1.000 28425.2 83750.0 33.9 UKOOA

590 28335.8 55.6 -3.7 56671.7 58989.9 1.000 1.000 28373.1 83750.0 33.9 UKOOA 597 28335.8 941.7 3.7 56671.7 58989.9 1.000 1.000 28966.8 83750.0 34.6 UKOOA

597 28335.8 941.7 -3.7 56671.7 58989.9 1.000 1.000 28966.8 83750.0 34.6 UKOOA 598 28335.8 2062.1 3.7 56671.7 58989.9 1.000 1.000 29717.4 83750.0 35.5 UKOOA

598 28335.8 4391.2 -3.7 66115.2 58989.9 2.129 2.440 31277.9 83750.0 37.3 UKOOA 601 28335.8 1014.3 1.6 59645.7 58989.9 2.129 2.440 29015.4 83750.0 34.6 UKOOA


192

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

601 28335.8 1014.3 -1.6 59645.7 58989.9 2.129 2.440 29015.4 83750.0 34.6 UKOOA 5590 28335.8 4112.6 -0.0 65581.5 58989.9 2.129 2.440 31091.3 83750.0 37.1 UKOOA

5590 28335.8 1931.3 0.0 56671.7 58989.9 1.000 1.000 29629.8 83750.0 35.4 UKOOA 5599 28335.8 1201.1 -0.0 56671.7 58989.9 1.000 1.000 29140.6 83750.0 34.8 UKOOA

5599 28335.8 1201.1 0.0 56671.7 58989.9 1.000 1.000 29140.6 83750.0 34.8 UKOOA 5600 28335.8 130.5 -0.0 56671.7 58989.9 1.000 1.000 28423.3 83750.0 33.9 UKOOA

900 28335.8 3.9 2.3 56671.7 58989.9 1.000 1.000 28338.5 83750.0 33.8 UKOOA 905 28335.8 2073.1 -2.3 56671.7 58989.9 1.000 1.000 29724.8 83750.0 35.5 UKOOA

905 28335.8 4414.6 2.3 66160.1 58989.9 2.129 2.440 31293.6 83750.0 37.4 UKOOA 906 28335.8 979.0 -0.8 59578.2 58989.9 2.129 2.440 28991.8 83750.0 34.6 UKOOA

906 28335.8 979.0 0.8 59578.2 58989.9 2.129 2.440 28991.8 83750.0 34.6 UKOOA 6900 28335.8 3850.0 0.0 65078.4 58989.9 2.129 2.440 30915.4 83750.0 36.9 UKOOA

6900 28335.8 1808.0 -0.0 56671.7 58989.9 1.000 1.000 29547.2 83750.0 35.3 UKOOA 6909 28335.8 1124.6 0.0 56671.7 58989.9 1.000 1.000 29089.3 83750.0 34.7 UKOOA

6909 28335.8 1124.6 -0.0 56671.7 58989.9 1.000 1.000 29089.3 83750.0 34.7 UKOOA 6910 28335.8 130.8 0.0 56671.7 58989.9 1.000 1.000 28423.5 83750.0 33.9 UKOOA

910 28335.8 1874.4 5.8 56671.7 58989.9 1.000 1.000 29591.7 83750.0 35.3 UKOOA 917 28335.8 747.7 -5.8 56671.7 58989.9 1.000 1.000 28836.8 83750.0 34.4 UKOOA

917 28335.8 1592.2 5.8 60753.0 58989.9 2.129 2.440 29402.6 83750.0 35.1 UKOOA 918 28335.8 800.8 -2.8 59236.5 58989.9 2.129 2.440 28872.4 83750.0 34.5 UKOOA


193

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

918 28335.8 800.8 2.8 59236.5 58989.9 2.129 2.440 28872.4 83750.0 34.5 UKOOA 7910 28335.8 4351.1 0.0 66038.4 58989.9 2.129 2.440 31251.1 83750.0 37.3 UKOOA

7910 28335.8 2043.3 -0.0 56671.7 58989.9 1.000 1.000 29704.8 83750.0 35.5 UKOOA 7919 28335.8 1270.6 0.0 56671.7 58989.9 1.000 1.000 29187.1 83750.0 34.9 UKOOA

7919 28335.8 1270.6 -0.0 56671.7 58989.9 1.000 1.000 29187.1 83750.0 34.9 UKOOA 7920 28335.8 129.9 0.0 56671.7 58989.9 1.000 1.000 28422.9 83750.0 33.9 UKOOA

930 28335.8 395.2 0.0 56671.7 58989.9 1.000 1.000 28600.6 83750.0 34.2 UKOOA 946 28335.8 977.2 -0.0 56671.7 58989.9 1.000 1.000 28990.6 83750.0 34.6 UKOOA

946 28335.8 977.2 0.0 56671.7 58989.9 1.000 1.000 28990.6 83750.0 34.6 UKOOA 947 28335.8 713.3 -0.0 56671.7 58989.9 1.000 1.000 28813.8 83750.0 34.4 UKOOA

947 28335.8 713.3 0.0 56671.7 58989.9 1.000 1.000 28813.8 83750.0 34.4 UKOOA 948 28335.8 266.4 -0.0 56671.7 58989.9 1.000 1.000 28514.4 83750.0 34.0 UKOOA

948 28335.8 266.4 0.0 56671.7 58989.9 1.000 1.000 28514.4 83750.0 34.0 UKOOA 949 28335.8 136.1 -0.0 56671.7 58989.9 1.000 1.000 28427.0 83750.0 33.9 UKOOA

949 28335.8 136.1 0.0 56671.7 58989.9 1.000 1.000 28427.0 83750.0 33.9 UKOOA 952 28335.8 15.9 -0.0 56671.7 58989.9 1.000 1.000 28346.5 83750.0 33.8 UKOOA

952 28335.8 15.9 0.0 56671.7 58989.9 1.000 1.000 28346.5 83750.0 33.8 UKOOA 953 28335.8 26.6 -0.0 56671.7 58989.9 1.000 1.000 28353.7 83750.0 33.9 UKOOA

953 28335.8 26.6 0.0 56671.7 58989.9 1.000 1.000 28353.7 83750.0 33.9 UKOOA 8929 28335.8 76.5 -0.0 56671.7 58989.9 1.000 1.000 28387.1 83750.0 33.9 UKOOA

8929 28335.8 76.5 0.0 56671.7 58989.9 1.000 1.000 28387.1 83750.0 33.9 UKOOA


194

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

8930 28335.8 133.4 -0.0 56671.7 58989.9 1.000 1.000 28425.2 83750.0 33.9 UKOOA

950 28335.8 1167.1 4.2 56671.7 58989.9 1.000 1.000 29117.8 83750.0 34.8 UKOOA 954 28335.8 584.8 -4.2 56671.7 58989.9 1.000 1.000 28727.7 83750.0 34.3 UKOOA

954 28335.8 584.8 4.2 56671.7 58989.9 1.000 1.000 28727.7 83750.0 34.3 UKOOA 955 28335.8 1212.2 -4.2 56671.7 58989.9 1.000 1.000 29148.0 83750.0 34.8 UKOOA

955 28335.8 2581.3 4.2 62647.8 58989.9 2.129 2.440 30065.3 83750.0 35.9 UKOOA 956 28335.8 258.6 -1.9 58197.6 58989.9 2.129 2.440 28509.1 83750.0 34.0 UKOOA

956 28335.8 258.6 1.9 58197.6 58989.9 2.129 2.440 28509.1 83750.0 34.0 UKOOA 9950 28335.8 4379.5 0.0 66092.8 58989.9 2.129 2.440 31270.1 83750.0 37.3 UKOOA

9950 28335.8 2056.6 -0.0 56671.7 58989.9 1.000 1.000 29713.8 83750.0 35.5 UKOOA 9959 28335.8 1278.9 0.0 56671.7 58989.9 1.000 1.000 29192.7 83750.0 34.9 UKOOA

9959 28335.8 1278.9 -0.0 56671.7 58989.9 1.000 1.000 29192.7 83750.0 34.9 UKOOA 9960 28335.8 130.3 0.0 56671.7 58989.9 1.000 1.000 28423.2 83750.0 33.9 UKOOA

960 28335.8 8.6 0.0 56671.7 58989.9 1.000 1.000 28341.6 83750.0 33.8 UKOOA 968 28335.8 86.1 -0.0 56671.7 58989.9 1.000 1.000 28393.6 83750.0 33.9 UKOOA

968 28335.8 86.1 0.0 56671.7 58989.9 1.000 1.000 28393.6 83750.0 33.9 UKOOA 971 28335.8 54.3 -0.0 56671.7 58989.9 1.000 1.000 28372.2 83750.0 33.9 UKOOA

971 28335.8 54.3 0.0 56671.7 58989.9 1.000 1.000 28372.2 83750.0 33.9 UKOOA 972 28335.8 20.6 -0.0 56671.7 58989.9 1.000 1.000 28349.6 83750.0 33.9 UKOOA

972 28335.8 20.6 0.0 56671.7 58989.9 1.000 1.000 28349.6 83750.0 33.9 UKOOA 973 28335.8 15.2 -0.0 56671.7 58989.9 1.000 1.000 28346.0 83750.0 33.8 UKOOA


195

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

973 28335.8 15.2 0.0 56671.7 58989.9 1.000 1.000 28346.0 83750.0 33.8 UKOOA 974 28335.8 14.9 -0.0 56671.7 58989.9 1.000 1.000 28345.8 83750.0 33.8 UKOOA

974 28335.8 14.9 0.0 56671.7 58989.9 1.000 1.000 28345.8 83750.0 33.8 UKOOA 975 28335.8 18.5 -0.0 56671.7 58989.9 1.000 1.000 28348.2 83750.0 33.8 UKOOA

975 28335.8 18.5 0.0 56671.7 58989.9 1.000 1.000 28348.2 83750.0 33.8 UKOOA

10959 28335.8 75.9 -0.0 56671.7 58989.9 1.000 1.000 28386.7 83750.0 33.9 UKOOA

10959 28335.8 75.9 0.0 56671.7 58989.9 1.000 1.000 28386.7 83750.0 33.9 UKOOA 10960 28335.8 133.4 -0.0 56671.7 58989.9 1.000 1.000 28425.2 83750.0 33.9 UKOOA

1250 28335.8 674.0 -6.0 56671.7 58989.9 1.000 1.000 28787.4 83750.0 34.4 UKOOA 1251 28335.8 619.0 6.0 56671.7 58989.9 1.000 1.000 28750.6 83750.0 34.3 UKOOA

1251 28335.8 619.0 -6.0 56671.7 58989.9 1.000 1.000 28750.6 83750.0 34.3 UKOOA 1252 28335.8 1796.7 6.0 56671.7 58989.9 1.000 1.000 29539.6 83750.0 35.3 UKOOA

1252 28335.8 3826.0 -6.0 65032.3 58989.9 2.129 2.440 30899.3 83750.0 36.9 UKOOA 1253 28335.8 771.6 3.0 59180.5 58989.9 2.129 2.440 28852.8 83750.0 34.5 UKOOA

1253 28335.8 771.6 -3.0 59180.5 58989.9 2.129 2.440 28852.8 83750.0 34.5 UKOOA 11250 28335.8 4111.9 -0.0 65580.1 58989.9 2.129 2.440 31090.8 83750.0 37.1 UKOOA

11250 28335.8 1930.9 0.0 56671.7 58989.9 1.000 1.000 29629.6 83750.0 35.4 UKOOA 11259 28335.8 1200.8 -0.0 56671.7 58989.9 1.000 1.000 29140.4 83750.0 34.8 UKOOA

11259 28335.8 1200.8 0.0 56671.7 58989.9 1.000 1.000 29140.4 83750.0 34.8 UKOOA 11260 28335.8 129.8 -0.0 56671.7 58989.9 1.000 1.000 28422.8 83750.0 33.9 UKOOA


196

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1260 28335.8 41.5 -0.0 56671.7 58989.9 1.000 1.000 28363.7 83750.0 33.9 UKOOA 1265 28335.8 249.0 0.0 56671.7 58989.9 1.000 1.000 28502.7 83750.0 34.0 UKOOA

1265 28335.8 249.0 -0.0 56671.7 58989.9 1.000 1.000 28502.7 83750.0 34.0 UKOOA 1266 28335.8 168.3 0.0 56671.7 58989.9 1.000 1.000 28448.6 83750.0 34.0 UKOOA

1266 28335.8 168.3 -0.0 56671.7 58989.9 1.000 1.000 28448.6 83750.0 34.0 UKOOA 1267 28335.8 55.5 0.0 56671.7 58989.9 1.000 1.000 28373.0 83750.0 33.9 UKOOA

1267 28335.8 55.5 -0.0 56671.7 58989.9 1.000 1.000 28373.0 83750.0 33.9 UKOOA 1268 28335.8 10.9 0.0 56671.7 58989.9 1.000 1.000 28343.2 83750.0 33.8 UKOOA

1268 28335.8 10.9 -0.0 56671.7 58989.9 1.000 1.000 28343.2 83750.0 33.8 UKOOA 1269 28335.8 14.9 0.0 56671.7 58989.9 1.000 1.000 28345.8 83750.0 33.8 UKOOA

1269 28335.8 14.9 -0.0 56671.7 58989.9 1.000 1.000 28345.8 83750.0 33.8 UKOOA 1271 28335.8 14.8 0.0 56671.7 58989.9 1.000 1.000 28345.8 83750.0 33.8 UKOOA

1271 28335.8 14.8 -0.0 56671.7 58989.9 1.000 1.000 28345.8 83750.0 33.8 UKOOA 1272 28335.8 18.7 0.0 56671.7 58989.9 1.000 1.000 28348.4 83750.0 33.8 UKOOA

1272 28335.8 18.7 -0.0 56671.7 58989.9 1.000 1.000 28348.4 83750.0 33.8 UKOOA 12259 28335.8 76.1 0.0 56671.7 58989.9 1.000 1.000 28386.8 83750.0 33.9 UKOOA

12259 28335.8 76.1 -0.0 56671.7 58989.9 1.000 1.000 28386.8 83750.0 33.9 UKOOA 12260 28335.8 133.5 0.0 56671.7 58989.9 1.000 1.000 28425.3 83750.0 33.9 UKOOA

1270 28335.8 253.8 -2.8 56671.7 58989.9 1.000 1.000 28505.9 83750.0 34.0 UKOOA 1273 28335.8 2596.0 2.8 56671.7 58989.9 1.000 1.000 30075.2 83750.0 35.9 UKOOA

1273 28335.8 5528.2 -2.8 68293.4 58989.9 2.129 2.440 32039.7 83750.0 38.3 UKOOA


197

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1274 28335.8 1630.2 1.1 60825.6 58989.9 2.129 2.440 29428.1 83750.0 35.1 UKOOA

1274 28335.8 1630.2 -1.1 60825.6 58989.9 2.129 2.440 29428.1 83750.0 35.1 UKOOA 13270 28335.8 3651.1 -0.0 64697.4 58989.9 2.129 2.440 30782.1 83750.0 36.8 UKOOA

13270 28335.8 1714.6 0.0 56671.7 58989.9 1.000 1.000 29484.6 83750.0 35.2 UKOOA 13279 28335.8 1066.6 -0.0 56671.7 58989.9 1.000 1.000 29050.5 83750.0 34.7 UKOOA

13279 28335.8 1066.6 0.0 56671.7 58989.9 1.000 1.000 29050.5 83750.0 34.7 UKOOA 13280 28335.8 130.7 -0.0 56671.7 58989.9 1.000 1.000 28423.4 83750.0 33.9 UKOOA

1310 28335.8 597.9 0.0 56671.7 58989.9 1.000 1.000 28736.5 83750.0 34.3 UKOOA 1339 28335.8 1399.9 -0.0 56671.7 58989.9 1.000 1.000 29273.8 83750.0 35.0 UKOOA

1339 28335.8 1399.9 0.0 56671.7 58989.9 1.000 1.000 29273.8 83750.0 35.0 UKOOA 1368 28335.8 1034.3 -0.0 56671.7 58989.9 1.000 1.000 29028.8 83750.0 34.7 UKOOA

1368 28335.8 1034.3 0.0 56671.7 58989.9 1.000 1.000 29028.8 83750.0 34.7 UKOOA 1369 28335.8 393.9 -0.0 56671.7 58989.9 1.000 1.000 28599.8 83750.0 34.1 UKOOA

1369 28335.8 393.9 0.0 56671.7 58989.9 1.000 1.000 28599.8 83750.0 34.1 UKOOA 1404 28335.8 50.8 -0.0 56671.7 58989.9 1.000 1.000 28369.9 83750.0 33.9 UKOOA

1404 28335.8 50.8 0.0 56671.7 58989.9 1.000 1.000 28369.9 83750.0 33.9 UKOOA 1405 28335.8 19.8 -0.0 56671.7 58989.9 1.000 1.000 28349.1 83750.0 33.8 UKOOA

1405 28335.8 19.8 0.0 56671.7 58989.9 1.000 1.000 28349.1 83750.0 33.8 UKOOA 1406 28335.8 14.3 -0.0 56671.7 58989.9 1.000 1.000 28345.4 83750.0 33.8 UKOOA

1406 28335.8 14.3 0.0 56671.7 58989.9 1.000 1.000 28345.4 83750.0 33.8 UKOOA 1407 28335.8 15.2 -0.0 56671.7 58989.9 1.000 1.000 28346.0 83750.0 33.8 UKOOA


198

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1407 28335.8 15.2 0.0 56671.7 58989.9 1.000 1.000 28346.0 83750.0 33.8 UKOOA 1408 28335.8 18.4 -0.0 56671.7 58989.9 1.000 1.000 28348.2 83750.0 33.8 UKOOA

1408 28335.8 18.4 0.0 56671.7 58989.9 1.000 1.000 28348.2 83750.0 33.8 UKOOA 14309 28335.8 75.9 -0.0 56671.7 58989.9 1.000 1.000 28386.7 83750.0 33.9 UKOOA

14309 28335.8 75.9 0.0 56671.7 58989.9 1.000 1.000 28386.7 83750.0 33.9 UKOOA 14310 28335.8 133.4 -0.0 56671.7 58989.9 1.000 1.000 28425.2 83750.0 33.9 UKOOA

1330 28335.8 3284.9 0.0 56671.7 58989.9 1.000 1.000 30536.7 83750.0 36.5 UKOOA 1409 28335.8 2018.5 -0.0 56671.7 58989.9 1.000 1.000 29688.3 83750.0 35.4 UKOOA

1409 28335.8 2018.5 0.0 56671.7 58989.9 1.000 1.000 29688.3 83750.0 35.4 UKOOA 1411 28335.8 1984.9 -0.0 56671.7 58989.9 1.000 1.000 29665.7 83750.0 35.4 UKOOA

1411 28335.8 1984.9 0.0 56671.7 58989.9 1.000 1.000 29665.7 83750.0 35.4 UKOOA 1412 28335.8 900.9 -0.0 56671.7 58989.9 1.000 1.000 28939.4 83750.0 34.6 UKOOA

1412 28335.8 900.9 0.0 56671.7 58989.9 1.000 1.000 28939.4 83750.0 34.6 UKOOA 1413 28335.8 68.4 -0.0 56671.7 58989.9 1.000 1.000 28381.7 83750.0 33.9 UKOOA

1413 28335.8 68.4 0.0 56671.7 58989.9 1.000 1.000 28381.7 83750.0 33.9 UKOOA 1414 28335.8 8.2 -0.0 56671.7 58989.9 1.000 1.000 28341.3 83750.0 33.8 UKOOA

1414 28335.8 8.2 0.0 56671.7 58989.9 1.000 1.000 28341.3 83750.0 33.8 UKOOA 1415 28335.8 38.6 -0.0 56671.7 58989.9 1.000 1.000 28361.7 83750.0 33.9 UKOOA

1415 28335.8 38.6 0.0 56671.7 58989.9 1.000 1.000 28361.7 83750.0 33.9 UKOOA 1416 28335.8 153.5 -0.0 56671.7 58989.9 1.000 1.000 28438.7 83750.0 34.0 UKOOA


199

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1416 28335.8 153.5 0.0 56671.7 58989.9 1.000 1.000 28438.7 83750.0 34.0 UKOOA 1417 28335.8 225.5 -0.0 56671.7 58989.9 1.000 1.000 28486.9 83750.0 34.0 UKOOA

1417 28335.8 225.5 0.0 56671.7 58989.9 1.000 1.000 28486.9 83750.0 34.0 UKOOA 1418 28335.8 1519.7 -0.0 56671.7 58989.9 1.000 1.000 29354.0 83750.0 35.0 UKOOA

1418 28335.8 1519.7 0.0 56671.7 58989.9 1.000 1.000 29354.0 83750.0 35.0 UKOOA 1419 28335.8 5842.2 -0.0 56671.7 58989.9 1.000 1.000 32250.1 83750.0 38.5 UKOOA

1419 28335.8 5842.2 0.0 56671.7 58989.9 1.000 1.000 32250.1 83750.0 38.5 UKOOA 1421 28335.8 11240.7 -0.0 56671.7 58989.9 1.000 1.000 35867.1 83750.0 42.8 UKOOA

1421 28335.8 28820.8 0.0 111965.9 61791.7 2.564 2.938 47645.8 83750.0 56.9 UKOOA 1422 28335.8 2624.5 -0.0 63014.5 58989.9 2.564 2.938 30094.2 83750.0 35.9 UKOOA

1422 28335.8 2624.5 0.0 63014.5 58989.9 2.564 2.938 30094.2 83750.0 35.9 UKOOA 15320 28335.8 31547.5 0.0 117061.0 60592.1 2.564 2.938 49472.7 83750.0 59.1 UKOOA

15320 28335.8 12304.1 -0.0 56671.7 58989.9 1.000 1.000 36579.6 83750.0 43.7 UKOOA 15321 28335.8 10891.8 0.0 56671.7 58989.9 1.000 1.000 35633.3 83750.0 42.5 UKOOA

15321 28335.8 10891.8 -0.0 56671.7 58989.9 1.000 1.000 35633.3 83750.0 42.5 UKOOA 15322 28335.8 4556.1 0.0 56671.7 58989.9 1.000 1.000 31388.5 83750.0 37.5 UKOOA

15322 28335.8 4556.1 -0.0 56671.7 58989.9 1.000 1.000 31388.5 83750.0 37.5 UKOOA 15323 28335.8 633.4 0.0 56671.7 58989.9 1.000 1.000 28760.2 83750.0 34.3 UKOOA

15323 28335.8 633.4 -0.0 56671.7 58989.9 1.000 1.000 28760.2 83750.0 34.3 UKOOA 15324 28335.8 555.5 0.0 56671.7 58989.9 1.000 1.000 28708.0 83750.0 34.3 UKOOA

15324 28335.8 555.5 -0.0 56671.7 58989.9 1.000 1.000 28708.0 83750.0 34.3 UKOOA


200

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

15326 28335.8 92.1 0.0 56671.7 58989.9 1.000 1.000 28397.6 83750.0 33.9 UKOOA

15326 28335.8 92.1 -0.0 56671.7 58989.9 1.000 1.000 28397.6 83750.0 33.9 UKOOA 15327 28335.8 18.4 0.0 56671.7 58989.9 1.000 1.000 28348.2 83750.0 33.8 UKOOA

15327 28335.8 18.4 -0.0 56671.7 58989.9 1.000 1.000 28348.2 83750.0 33.8 UKOOA 15328 28335.8 21.6 0.0 56671.7 58989.9 1.000 1.000 28350.3 83750.0 33.9 UKOOA

15328 28335.8 21.6 -0.0 56671.7 58989.9 1.000 1.000 28350.3 83750.0 33.9 UKOOA 15329 28335.8 19.5 0.0 56671.7 58989.9 1.000 1.000 28348.9 83750.0 33.8 UKOOA

15329 28335.8 19.5 -0.0 56671.7 58989.9 1.000 1.000 28348.9 83750.0 33.8 UKOOA 15331 28335.8 76.1 0.0 56671.7 58989.9 1.000 1.000 28386.8 83750.0 33.9 UKOOA

15331 28335.8 76.1 -0.0 56671.7 58989.9 1.000 1.000 28386.8 83750.0 33.9 UKOOA 15325 28335.8 133.5 0.0 56671.7 58989.9 1.000 1.000 28425.3 83750.0 33.9 UKOOA

1360 28335.8 4790.0 -0.0 56671.7 58989.9 1.000 1.000 31545.1 83750.0 37.7 UKOOA 1423 28335.8 2264.1 0.0 56671.7 58989.9 1.000 1.000 29852.8 83750.0 35.6 UKOOA

1423 28335.8 2264.1 -0.0 56671.7 58989.9 1.000 1.000 29852.8 83750.0 35.6 UKOOA 1424 28335.8 2413.7 0.0 56671.7 58989.9 1.000 1.000 29953.0 83750.0 35.8 UKOOA

1424 28335.8 2413.7 -0.0 56671.7 58989.9 1.000 1.000 29953.0 83750.0 35.8 UKOOA 1425 28335.8 1087.5 0.0 56671.7 58989.9 1.000 1.000 29064.4 83750.0 34.7 UKOOA

1425 28335.8 1087.5 -0.0 56671.7 58989.9 1.000 1.000 29064.4 83750.0 34.7 UKOOA 1426 28335.8 85.7 0.0 56671.7 58989.9 1.000 1.000 28393.3 83750.0 33.9 UKOOA

1426 28335.8 85.7 -0.0 56671.7 58989.9 1.000 1.000 28393.3 83750.0 33.9 UKOOA 1427 28335.8 86.2 0.0 56671.7 58989.9 1.000 1.000 28393.6 83750.0 33.9 UKOOA


201

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1427 28335.8 86.2 -0.0 56671.7 58989.9 1.000 1.000 28393.6 83750.0 33.9 UKOOA 1428 28335.8 38.1 0.0 56671.7 58989.9 1.000 1.000 28361.4 83750.0 33.9 UKOOA

1428 28335.8 38.1 -0.0 56671.7 58989.9 1.000 1.000 28361.4 83750.0 33.9 UKOOA 1429 28335.8 19.7 0.0 56671.7 58989.9 1.000 1.000 28349.0 83750.0 33.8 UKOOA

1429 28335.8 19.7 -0.0 56671.7 58989.9 1.000 1.000 28349.0 83750.0 33.8 UKOOA 16359 28335.8 76.2 0.0 56671.7 58989.9 1.000 1.000 28386.9 83750.0 33.9 UKOOA

16359 28335.8 76.2 -0.0 56671.7 58989.9 1.000 1.000 28386.9 83750.0 33.9 UKOOA 16360 28335.8 133.5 0.0 56671.7 58989.9 1.000 1.000 28425.3 83750.0 33.9 UKOOA

1347 28335.8 1181.5 0.0 56671.7 58989.9 1.000 1.000 29127.4 83750.0 34.8 UKOOA 1435 28335.8 368.0 -0.0 56671.7 58989.9 1.000 1.000 28582.4 83750.0 34.1 UKOOA

1435 28335.8 368.0 0.0 56671.7 58989.9 1.000 1.000 28582.4 83750.0 34.1 UKOOA 1436 28335.8 476.7 -0.0 56671.7 58989.9 1.000 1.000 28655.3 83750.0 34.2 UKOOA

1436 28335.8 476.7 0.0 56671.7 58989.9 1.000 1.000 28655.3 83750.0 34.2 UKOOA 17370 28335.8 229.1 -0.0 56671.7 58989.9 1.000 1.000 28489.4 83750.0 34.0 UKOOA

17370 28335.8 229.1 0.0 56671.7 58989.9 1.000 1.000 28489.4 83750.0 34.0 UKOOA 17371 28335.8 91.8 -0.0 56671.7 58989.9 1.000 1.000 28397.3 83750.0 33.9 UKOOA

17371 28335.8 91.8 0.0 56671.7 58989.9 1.000 1.000 28397.3 83750.0 33.9 UKOOA 17372 28335.8 27.5 -0.0 56671.7 58989.9 1.000 1.000 28354.2 83750.0 33.9 UKOOA

17372 28335.8 27.5 0.0 56671.7 58989.9 1.000 1.000 28354.2 83750.0 33.9 UKOOA 17379 28335.8 78.0 -0.0 56671.7 58989.9 1.000 1.000 28388.1 83750.0 33.9 UKOOA


202

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

17379 28335.8 78.0 0.0 56671.7 58989.9 1.000 1.000 28388.1 83750.0 33.9 UKOOA 17380 28335.8 134.3 -0.0 56671.7 58989.9 1.000 1.000 28425.8 83750.0 33.9 UKOOA

1380 28335.8 1828.0 4.3 56671.7 58989.9 1.000 1.000 29560.6 83750.0 35.3 UKOOA 1437 28335.8 1328.4 -4.3 56671.7 58989.9 1.000 1.000 29225.9 83750.0 34.9 UKOOA

1437 28335.8 1328.4 4.3 56671.7 58989.9 1.000 1.000 29225.9 83750.0 34.9 UKOOA 1438 28335.8 773.4 -4.3 56671.7 58989.9 1.000 1.000 28854.0 83750.0 34.5 UKOOA

1438 28335.8 1646.9 4.3 60857.7 58989.9 2.129 2.440 29439.3 83750.0 35.2 UKOOA 1439 28335.8 137.8 -2.0 57965.9 58989.9 2.129 2.440 28428.2 83750.0 33.9 UKOOA

1439 28335.8 137.8 2.0 57965.9 58989.9 2.129 2.440 28428.2 83750.0 33.9 UKOOA 18380 28335.8 4496.8 0.0 66317.4 58989.9 2.129 2.440 31348.7 83750.0 37.4 UKOOA

18380 28335.8 2111.7 -0.0 56671.7 58989.9 1.000 1.000 29750.7 83750.0 35.5 UKOOA 18389 28335.8 1313.1 0.0 56671.7 58989.9 1.000 1.000 29215.6 83750.0 34.9 UKOOA

18389 28335.8 1313.1 -0.0 56671.7 58989.9 1.000 1.000 29215.6 83750.0 34.9 UKOOA 18390 28335.8 130.3 0.0 56671.7 58989.9 1.000 1.000 28423.1 83750.0 33.9 UKOOA

CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1

203

Piping Code: UKOOA = UKOOA (1994) CODE STRESS CHECK PASSED : LOADCASE 2 (OPE) W+T1+P1 Highest Stresses: (KPa ) OPE Stress Ratio (%): 39.6 @Node 15320 OPE Stress: 33175.8 Allowable: 83750.0 Axial Stress: 18890.6 @Node 11 Bending Stress: 21321.2 @Node 15320 Torsion Stress: 6.0 @Node 1251 Hoop Stress: 78581.8 @Node 15320 3D Max Intensity: 41490.9 @Node 1421

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

10 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA 11 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA

11 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA 12 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA

12 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA 13 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA

13 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA 14 18890.6 0.3 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA

14 18890.6 0.3 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA 15 18890.6 0.7 -0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0 22.6 UKOOA


204

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

15 18890.6 0.7 0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0 22.6 UKOOA 16 18890.6 11.9 -0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA

16 18890.6 11.9 0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA 17 18890.6 24.9 -0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0 22.6 UKOOA

17 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0 22.6 UKOOA 18 18890.6 23.0 -0.0 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA

18 18890.6 23.0 0.0 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA 19 18890.6 12.8 0.0 37781.1 39326.6 1.000 1.000 18899.1 83750.0 22.6 UKOOA

19 18890.6 12.8 0.0 37781.1 39326.6 1.000 1.000 18899.1 83750.0 22.6 UKOOA 20 18890.6 48.5 -0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

20 18890.6 48.5 0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 30 18890.6 199.4 -0.0 37781.1 39326.6 1.000 1.000 19024.1 83750.0 22.7 UKOOA

50 18890.6 199.4 0.0 37781.1 39326.6 1.000 1.000 19024.1 83750.0 22.7 UKOOA 60 18890.6 48.5 -0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

60 18890.6 48.5 0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 61 18890.6 23.0 -0.0 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA

61 18890.6 23.0 0.0 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA 62 18890.6 24.9 -0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0 22.6 UKOOA

62 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0 22.6 UKOOA 63 18890.6 12.0 -0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0 22.6 UKOOA

63 18890.6 12.0 0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0 22.6 UKOOA


205

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

64 18890.6 17.7 -0.0 37781.1 39326.6 1.000 1.000 18902.4 83750.0 22.6 UKOOA

64 18890.6 17.7 0.0 37781.1 39326.6 1.000 1.000 18902.4 83750.0 22.6 UKOOA 65 18890.6 42.4 -0.0 37781.1 39326.6 1.000 1.000 18919.0 83750.0 22.6 UKOOA

65 18890.6 42.4 0.0 37781.1 39326.6 1.000 1.000 18919.0 83750.0 22.6 UKOOA 66 18890.6 155.5 -0.0 37781.1 39326.6 1.000 1.000 18994.7 83750.0 22.7 UKOOA

66 18890.6 155.5 0.0 37781.1 39326.6 1.000 1.000 18994.7 83750.0 22.7 UKOOA 67 18890.6 820.5 -0.0 37781.1 39326.6 1.000 1.000 19440.3 83750.0 23.2 UKOOA

67 18890.6 820.5 0.0 37781.1 39326.6 1.000 1.000 19440.3 83750.0 23.2 UKOOA 68 18890.6 2961.7 -0.0 37781.1 39326.6 1.000 1.000 20874.9 83750.0 24.9 UKOOA

68 18890.6 2961.7 0.0 37781.1 39326.6 1.000 1.000 20874.9 83750.0 24.9 UKOOA 69 18890.6 5479.2 -0.0 37781.1 39326.6 1.000 1.000 22561.6 83750.0 26.9 UKOOA

69 18890.6 5479.2 0.0 37781.1 39326.6 1.000 1.000 22561.6 83750.0 26.9 UKOOA 71 18890.6 3000.9 -0.0 37781.1 39326.6 1.000 1.000 20901.2 83750.0 25.0 UKOOA

71 18890.6 6390.3 0.0 50710.8 39326.6 2.129 2.440 23172.1 83750.0 27.7 UKOOA 72 18890.6 6248.4 -0.4 50439.0 39326.6 2.129 2.440 23077.0 83750.0 27.6 UKOOA

72 18890.6 6248.4 0.4 50439.0 39326.6 2.129 2.440 23077.0 83750.0 27.6 UKOOA 70 18890.6 8761.3 -0.6 55253.1 39326.6 2.129 2.440 24760.7 83750.0 29.6 UKOOA

70 18890.6 4114.3 0.6 37781.1 39326.6 1.000 1.000 21647.1 83750.0 25.8 UKOOA 73 18890.6 419.3 -0.6 37781.1 39326.6 1.000 1.000 19171.5 83750.0 22.9 UKOOA

73 18890.6 419.3 0.6 37781.1 39326.6 1.000 1.000 19171.5 83750.0 22.9 UKOOA 74 18890.6 1111.3 -0.6 37781.1 39326.6 1.000 1.000 19635.1 83750.0 23.4 UKOOA


206

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

74 18890.6 1111.3 0.6 37781.1 39326.6 1.000 1.000 19635.1 83750.0 23.4 UKOOA 75 18890.6 655.4 -0.6 37781.1 39326.6 1.000 1.000 19329.7 83750.0 23.1 UKOOA

75 18890.6 655.4 0.6 37781.1 39326.6 1.000 1.000 19329.7 83750.0 23.1 UKOOA 76 18890.6 24.0 -0.6 37781.1 39326.6 1.000 1.000 18906.7 83750.0 22.6 UKOOA

76 18890.6 24.0 0.6 37781.1 39326.6 1.000 1.000 18906.7 83750.0 22.6 UKOOA 77 18890.6 5.3 -0.6 37781.1 39326.6 1.000 1.000 18894.1 83750.0 22.6 UKOOA

77 18890.6 5.3 0.6 37781.1 39326.6 1.000 1.000 18894.1 83750.0 22.6 UKOOA 78 18890.6 4.6 -0.6 37781.1 39326.6 1.000 1.000 18893.6 83750.0 22.6 UKOOA

78 18890.6 4.6 0.6 37781.1 39326.6 1.000 1.000 18893.6 83750.0 22.6 UKOOA 79 18890.6 4.2 -0.6 37781.1 39326.6 1.000 1.000 18893.4 83750.0 22.6 UKOOA

79 18890.6 4.2 0.6 37781.1 39326.6 1.000 1.000 18893.4 83750.0 22.6 UKOOA 80 18890.6 29.7 -0.6 37781.1 39326.6 2.300 2.300 18910.5 83750.0 22.6 UKOOA

80 18890.6 8260.5 0.0 37781.1 39326.6 1.000 1.000 24425.1 83750.0 29.2 UKOOA 81 18890.6 483.8 -0.0 37781.1 39326.6 1.000 1.000 19214.7 83750.0 22.9 UKOOA

81 18890.6 483.8 0.0 37781.1 39326.6 1.000 1.000 19214.7 83750.0 22.9 UKOOA 89 18890.6 385.0 -0.0 37781.1 39326.6 1.000 1.000 19148.5 83750.0 22.9 UKOOA

89 18890.6 385.0 0.0 37781.1 39326.6 1.000 1.000 19148.5 83750.0 22.9 UKOOA 90 18890.6 1253.6 -0.0 37781.1 39326.6 1.000 1.000 19730.5 83750.0 23.6 UKOOA

90 18890.6 1253.6 0.0 37781.1 39326.6 1.000 1.000 19730.5 83750.0 23.6 UKOOA

100 18890.6 1058.4 -0.0 37781.1 39326.6 1.000 1.000 19599.7 83750.0 23.4 UKOOA


207

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

120 18890.6 781.4 0.0 37781.1 39326.6 1.000 1.000 19414.1 83750.0 23.2 UKOOA 130 18890.6 247.9 -0.0 37781.1 39326.6 1.000 1.000 19056.7 83750.0 22.8 UKOOA

130 18890.6 247.9 0.0 37781.1 39326.6 1.000 1.000 19056.7 83750.0 22.8 UKOOA 131 18890.6 72.3 -0.0 37781.1 39326.6 1.000 1.000 18939.0 83750.0 22.6 UKOOA

131 18890.6 72.3 0.0 37781.1 39326.6 1.000 1.000 18939.0 83750.0 22.6 UKOOA 132 18890.6 36.0 -0.0 37781.1 39326.6 1.000 1.000 18914.7 83750.0 22.6 UKOOA

132 18890.6 36.0 0.0 37781.1 39326.6 1.000 1.000 18914.7 83750.0 22.6 UKOOA 133 18890.6 82.0 -0.0 37781.1 39326.6 1.000 1.000 18945.5 83750.0 22.6 UKOOA

133 18890.6 82.0 0.0 37781.1 39326.6 1.000 1.000 18945.5 83750.0 22.6 UKOOA 134 18890.6 230.6 -0.0 37781.1 39326.6 1.000 1.000 19045.1 83750.0 22.7 UKOOA

134 18890.6 230.6 0.0 37781.1 39326.6 1.000 1.000 19045.1 83750.0 22.7 UKOOA 140 18890.6 405.0 -0.0 37781.1 39326.6 2.300 2.300 19161.9 83750.0 22.9 UKOOA

140 18890.6 157.2 0.0 37781.1 39326.6 1.000 1.000 18995.9 83750.0 22.7 UKOOA 145 18890.6 240.6 -0.0 37781.1 39326.6 2.300 2.300 19051.7 83750.0 22.7 UKOOA

145 18890.6 1.6 0.0 37781.1 39326.6 1.000 1.000 18891.6 83750.0 22.6 UKOOA 146 18890.6 0.4 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA

146 18890.6 0.4 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA 147 18890.6 0.1 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA

147 18890.6 0.1 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA 148 18890.6 0.1 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA

148 18890.6 0.1 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA


208

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

149 18890.6 0.2 -0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0 22.6 UKOOA

149 18890.6 0.2 0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0 22.6 UKOOA 151 18890.6 0.8 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA

151 18890.6 0.8 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA 152 18890.6 4.1 -0.0 37781.1 39326.6 1.000 1.000 18893.3 83750.0 22.6 UKOOA

152 18890.6 4.1 0.0 37781.1 39326.6 1.000 1.000 18893.3 83750.0 22.6 UKOOA 153 18890.6 19.3 -0.0 37781.1 39326.6 1.000 1.000 18903.5 83750.0 22.6 UKOOA

153 18890.6 19.3 0.0 37781.1 39326.6 1.000 1.000 18903.5 83750.0 22.6 UKOOA 154 18890.6 107.0 -0.0 37781.1 39326.6 1.000 1.000 18962.3 83750.0 22.6 UKOOA

154 18890.6 107.0 0.0 37781.1 39326.6 1.000 1.000 18962.3 83750.0 22.6 UKOOA 155 18890.6 992.1 -0.0 37781.1 39326.6 1.000 1.000 19555.3 83750.0 23.3 UKOOA

155 18890.6 992.1 0.0 37781.1 39326.6 1.000 1.000 19555.3 83750.0 23.3 UKOOA 156 18890.6 2546.2 -0.0 37781.1 39326.6 1.000 1.000 20596.5 83750.0 24.6 UKOOA

156 18890.6 2546.2 0.0 37781.1 39326.6 1.000 1.000 20596.5 83750.0 24.6 UKOOA 157 18890.6 3356.5 -0.0 37781.1 39326.6 1.000 1.000 21139.4 83750.0 25.2 UKOOA

157 18890.6 3356.5 0.0 37781.1 39326.6 1.000 1.000 21139.4 83750.0 25.2 UKOOA 158 18890.6 1757.2 -0.0 37781.1 39326.6 1.000 1.000 20067.9 83750.0 24.0 UKOOA

158 18890.6 3742.0 0.0 45637.2 39326.6 2.129 2.440 21397.7 83750.0 25.5 UKOOA 159 18890.6 8562.2 -0.1 54871.7 39326.6 2.129 2.440 24627.2 83750.0 29.4 UKOOA

159 18890.6 8562.2 0.1 54871.7 39326.6 2.129 2.440 24627.2 83750.0 29.4 UKOOA 150 18890.6 383.7 -0.1 39203.5 39326.6 2.129 2.440 19147.7 83750.0 22.9 UKOOA


209

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

150 18890.6 180.2 0.1 37781.1 39326.6 1.000 1.000 19011.3 83750.0 22.7 UKOOA 161 18890.6 4698.0 -0.1 37781.1 39326.6 1.000 1.000 22038.3 83750.0 26.3 UKOOA

161 18890.6 4698.0 0.1 37781.1 39326.6 1.000 1.000 22038.3 83750.0 26.3 UKOOA 162 18890.6 3060.9 -0.1 37781.1 39326.6 1.000 1.000 20941.3 83750.0 25.0 UKOOA

162 18890.6 3060.9 0.1 37781.1 39326.6 1.000 1.000 20941.3 83750.0 25.0 UKOOA 163 18890.6 170.4 -0.1 37781.1 39326.6 1.000 1.000 19004.7 83750.0 22.7 UKOOA

163 18890.6 170.4 0.1 37781.1 39326.6 1.000 1.000 19004.7 83750.0 22.7 UKOOA 164 18890.6 193.1 -0.1 37781.1 39326.6 1.000 1.000 19019.9 83750.0 22.7 UKOOA

164 18890.6 193.1 0.1 37781.1 39326.6 1.000 1.000 19019.9 83750.0 22.7 UKOOA 165 18890.6 171.8 -0.1 37781.1 39326.6 1.000 1.000 19005.7 83750.0 22.7 UKOOA

165 18890.6 171.8 0.1 37781.1 39326.6 1.000 1.000 19005.7 83750.0 22.7 UKOOA 160 18890.6 158.6 -0.1 37781.1 39326.6 1.000 1.000 18996.8 83750.0 22.7 UKOOA

160 18890.6 158.6 0.1 37781.1 39326.6 1.000 1.000 18996.8 83750.0 22.7 UKOOA 170 18890.6 205.8 -0.1 37781.1 39326.6 1.000 1.000 19028.5 83750.0 22.7 UKOOA

190 18890.6 199.5 0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0 22.7 UKOOA 200 18890.6 102.1 -0.1 37781.1 39326.6 1.000 1.000 18959.0 83750.0 22.6 UKOOA

200 18890.6 102.1 0.1 37781.1 39326.6 1.000 1.000 18959.0 83750.0 22.6 UKOOA 201 18890.6 109.8 -0.1 37781.1 39326.6 1.000 1.000 18964.1 83750.0 22.6 UKOOA

201 18890.6 109.8 0.1 37781.1 39326.6 1.000 1.000 18964.1 83750.0 22.6 UKOOA 202 18890.6 420.1 -0.1 37781.1 39326.6 1.000 1.000 19172.0 83750.0 22.9 UKOOA


210

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

202 18890.6 420.1 0.1 37781.1 39326.6 1.000 1.000 19172.0 83750.0 22.9 UKOOA 203 18890.6 783.1 -0.1 37781.1 39326.6 1.000 1.000 19415.2 83750.0 23.2 UKOOA

203 18890.6 783.1 0.1 37781.1 39326.6 1.000 1.000 19415.2 83750.0 23.2 UKOOA 210 18890.6 1307.8 -0.1 37781.1 39326.6 2.300 2.300 19766.8 83750.0 23.6 UKOOA

210 18890.6 3140.3 0.1 37781.1 39326.6 1.000 1.000 20994.6 83750.0 25.1 UKOOA 211 18890.6 899.3 -0.1 37781.1 39326.6 1.000 1.000 19493.1 83750.0 23.3 UKOOA

211 18890.6 899.3 0.1 37781.1 39326.6 1.000 1.000 19493.1 83750.0 23.3 UKOOA 212 18890.6 617.1 -0.1 37781.1 39326.6 1.000 1.000 19304.0 83750.0 23.0 UKOOA

212 18890.6 617.1 0.1 37781.1 39326.6 1.000 1.000 19304.0 83750.0 23.0 UKOOA 213 18890.6 201.6 -0.1 37781.1 39326.6 1.000 1.000 19025.6 83750.0 22.7 UKOOA

213 18890.6 201.6 0.1 37781.1 39326.6 1.000 1.000 19025.6 83750.0 22.7 UKOOA 219 18890.6 119.0 -0.1 37781.1 39326.6 1.000 1.000 18970.3 83750.0 22.7 UKOOA

219 18890.6 119.0 0.1 37781.1 39326.6 1.000 1.000 18970.3 83750.0 22.7 UKOOA 220 18890.6 60.6 -0.1 37781.1 39326.6 1.000 1.000 18931.2 83750.0 22.6 UKOOA

220 18890.6 60.6 0.1 37781.1 39326.6 1.000 1.000 18931.2 83750.0 22.6 UKOOA 230 18890.6 199.5 -0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0 22.7 UKOOA

250 18890.6 199.5 0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0 22.7 UKOOA 260 18890.6 54.0 -0.1 37781.1 39326.6 1.000 1.000 18926.8 83750.0 22.6 UKOOA

260 18890.6 54.0 0.1 37781.1 39326.6 1.000 1.000 18926.8 83750.0 22.6 UKOOA 261 18890.6 24.2 -0.1 37781.1 39326.6 1.000 1.000 18906.8 83750.0 22.6 UKOOA

261 18890.6 24.2 0.1 37781.1 39326.6 1.000 1.000 18906.8 83750.0 22.6 UKOOA


211

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

262 18890.6 24.9 -0.1 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA

262 18890.6 24.9 0.1 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA 263 18890.6 11.9 -0.1 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA

263 18890.6 11.9 0.1 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA 264 18890.6 1.0 -0.1 37781.1 39326.6 1.000 1.000 18891.2 83750.0 22.6 UKOOA

264 18890.6 1.0 0.1 37781.1 39326.6 1.000 1.000 18891.2 83750.0 22.6 UKOOA 265 18890.6 0.8 -0.1 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA

265 18890.6 0.8 0.1 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA 266 18890.6 2.3 -0.1 37781.1 39326.6 1.000 1.000 18892.1 83750.0 22.6 UKOOA

266 18890.6 2.3 0.1 37781.1 39326.6 1.000 1.000 18892.1 83750.0 22.6 UKOOA 267 18890.6 7.1 -0.1 37781.1 39326.6 1.000 1.000 18895.3 83750.0 22.6 UKOOA

267 18890.6 7.1 0.1 37781.1 39326.6 1.000 1.000 18895.3 83750.0 22.6 UKOOA 268 18890.6 21.9 -0.1 37781.1 39326.6 1.000 1.000 18905.3 83750.0 22.6 UKOOA

268 18890.6 21.9 0.1 37781.1 39326.6 1.000 1.000 18905.3 83750.0 22.6 UKOOA 270 18890.6 185.6 -0.1 37781.1 39326.6 2.300 2.300 19014.9 83750.0 22.7 UKOOA

270 18890.6 304.4 -0.6 37781.1 39326.6 1.000 1.000 19094.5 83750.0 22.8 UKOOA 271 18890.6 86.3 0.6 37781.1 39326.6 1.000 1.000 18948.4 83750.0 22.6 UKOOA

271 18890.6 86.3 -0.6 37781.1 39326.6 1.000 1.000 18948.4 83750.0 22.6 UKOOA 272 18890.6 79.8 0.6 37781.1 39326.6 1.000 1.000 18944.0 83750.0 22.6 UKOOA

272 18890.6 79.8 -0.6 37781.1 39326.6 1.000 1.000 18944.0 83750.0 22.6 UKOOA 273 18890.6 747.9 0.6 37781.1 39326.6 1.000 1.000 19391.6 83750.0 23.2 UKOOA


212

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

273 18890.6 747.9 -0.6 37781.1 39326.6 1.000 1.000 19391.6 83750.0 23.2 UKOOA 274 18890.6 1854.4 0.6 37781.1 39326.6 1.000 1.000 20133.0 83750.0 24.0 UKOOA

274 18890.6 1854.4 -0.6 37781.1 39326.6 1.000 1.000 20133.0 83750.0 24.0 UKOOA 277 18890.6 2334.2 0.6 37781.1 39326.6 1.000 1.000 20454.5 83750.0 24.4 UKOOA

277 18890.6 2334.2 -0.6 37781.1 39326.6 1.000 1.000 20454.5 83750.0 24.4 UKOOA 281 18890.6 1629.3 0.6 37781.1 39326.6 1.000 1.000 19982.2 83750.0 23.9 UKOOA

281 18890.6 4177.6 -0.6 46546.6 39326.6 2.564 2.938 21689.6 83750.0 25.9 UKOOA 282 18890.6 7691.9 0.5 53113.5 39326.6 2.564 2.938 24044.1 83750.0 28.7 UKOOA

282 18890.6 7691.9 -0.5 53113.5 39326.6 2.564 2.938 24044.1 83750.0 28.7 UKOOA 275 18890.6 1926.6 0.3 42340.3 39326.6 2.564 2.938 20181.4 83750.0 24.1 UKOOA

275 18890.6 751.4 -0.3 37781.1 39326.6 1.000 1.000 19394.0 83750.0 23.2 UKOOA 278 18890.6 3317.3 0.3 37781.1 39326.6 1.000 1.000 21113.2 83750.0 25.2 UKOOA

278 18890.6 3317.3 -0.3 37781.1 39326.6 1.000 1.000 21113.2 83750.0 25.2 UKOOA 279 18890.6 1717.9 0.3 37781.1 39326.6 1.000 1.000 20041.6 83750.0 23.9 UKOOA

279 18890.6 1717.9 -0.3 37781.1 39326.6 1.000 1.000 20041.6 83750.0 23.9 UKOOA 283 18890.6 1596.4 0.3 37781.1 39326.6 1.000 1.000 19960.2 83750.0 23.8 UKOOA

283 18890.6 1596.4 -0.3 37781.1 39326.6 1.000 1.000 19960.2 83750.0 23.8 UKOOA 284 18890.6 3115.0 0.3 37781.1 39326.6 1.000 1.000 20977.6 83750.0 25.0 UKOOA

284 18890.6 3115.0 -0.3 37781.1 39326.6 1.000 1.000 20977.6 83750.0 25.0 UKOOA 285 18890.6 899.5 0.3 37781.1 39326.6 1.000 1.000 19493.3 83750.0 23.3 UKOOA


213

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

285 18890.6 2306.4 -0.3 43050.1 39326.6 2.564 2.938 20435.9 83750.0 24.4 UKOOA 286 18890.6 7642.0 0.2 53020.3 39326.6 2.564 2.938 24010.7 83750.0 28.7 UKOOA

286 18890.6 7642.0 -0.2 53020.3 39326.6 2.564 2.938 24010.7 83750.0 28.7 UKOOA 276 18890.6 3747.2 0.1 45742.3 39326.6 2.564 2.938 21401.2 83750.0 25.6 UKOOA

276 18890.6 1461.5 -0.1 37781.1 39326.6 1.000 1.000 19869.7 83750.0 23.7 UKOOA 287 18890.6 2511.0 0.1 37781.1 39326.6 1.000 1.000 20572.9 83750.0 24.6 UKOOA

287 18890.6 2511.0 -0.1 37781.1 39326.6 1.000 1.000 20572.9 83750.0 24.6 UKOOA 288 18890.6 1934.6 0.1 37781.1 39326.6 1.000 1.000 20186.8 83750.0 24.1 UKOOA

288 18890.6 1934.6 -0.1 37781.1 39326.6 1.000 1.000 20186.8 83750.0 24.1 UKOOA 289 18890.6 762.3 0.1 37781.1 39326.6 1.000 1.000 19401.3 83750.0 23.2 UKOOA

289 18890.6 762.3 -0.1 37781.1 39326.6 1.000 1.000 19401.3 83750.0 23.2 UKOOA 291 18890.6 79.5 0.1 37781.1 39326.6 1.000 1.000 18943.9 83750.0 22.6 UKOOA

291 18890.6 79.5 -0.1 37781.1 39326.6 1.000 1.000 18943.9 83750.0 22.6 UKOOA 292 18890.6 12.6 0.1 37781.1 39326.6 1.000 1.000 18899.0 83750.0 22.6 UKOOA

292 18890.6 12.6 -0.1 37781.1 39326.6 1.000 1.000 18899.0 83750.0 22.6 UKOOA 293 18890.6 5.6 0.1 37781.1 39326.6 1.000 1.000 18894.3 83750.0 22.6 UKOOA

293 18890.6 5.6 -0.1 37781.1 39326.6 1.000 1.000 18894.3 83750.0 22.6 UKOOA 280 18890.6 15.2 0.1 37781.1 39326.6 2.300 2.300 18900.8 83750.0 22.6 UKOOA

280 18890.6 88.6 -0.4 37781.1 39326.6 1.000 1.000 18949.9 83750.0 22.6 UKOOA 294 18890.6 73.3 0.4 37781.1 39326.6 1.000 1.000 18939.7 83750.0 22.6 UKOOA

294 18890.6 73.3 -0.4 37781.1 39326.6 1.000 1.000 18939.7 83750.0 22.6 UKOOA


214

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

295 18890.6 14.8 0.4 37781.1 39326.6 1.000 1.000 18900.5 83750.0 22.6 UKOOA

295 18890.6 14.8 -0.4 37781.1 39326.6 1.000 1.000 18900.5 83750.0 22.6 UKOOA 296 18890.6 25.1 0.4 37781.1 39326.6 1.000 1.000 18907.4 83750.0 22.6 UKOOA

296 18890.6 25.1 -0.4 37781.1 39326.6 1.000 1.000 18907.4 83750.0 22.6 UKOOA 297 18890.6 23.3 0.4 37781.1 39326.6 1.000 1.000 18906.2 83750.0 22.6 UKOOA

297 18890.6 23.3 -0.4 37781.1 39326.6 1.000 1.000 18906.2 83750.0 22.6 UKOOA 298 18890.6 13.0 0.4 37781.1 39326.6 1.000 1.000 18899.3 83750.0 22.6 UKOOA

298 18890.6 13.0 -0.4 37781.1 39326.6 1.000 1.000 18899.3 83750.0 22.6 UKOOA 290 18890.6 48.6 0.4 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

290 18890.6 48.6 -0.4 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 300 18890.6 199.4 0.4 37781.1 39326.6 1.000 1.000 19024.1 83750.0 22.7 UKOOA

320 18890.6 199.4 -0.4 37781.1 39326.6 1.000 1.000 19024.1 83750.0 22.7 UKOOA 330 18890.6 48.5 0.4 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

330 18890.6 48.5 -0.4 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 331 18890.6 23.0 0.4 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA

331 18890.6 23.0 -0.4 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA 332 18890.6 24.9 0.4 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA

332 18890.6 24.9 -0.4 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA 333 18890.6 11.8 0.4 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA

333 18890.6 11.8 -0.4 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA 334 18890.6 1.2 0.4 37781.1 39326.6 1.000 1.000 18891.4 83750.0 22.6 UKOOA


215

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

334 18890.6 1.2 -0.4 37781.1 39326.6 1.000 1.000 18891.4 83750.0 22.6 UKOOA 335 18890.6 2.3 0.4 37781.1 39326.6 1.000 1.000 18892.1 83750.0 22.6 UKOOA

335 18890.6 2.3 -0.4 37781.1 39326.6 1.000 1.000 18892.1 83750.0 22.6 UKOOA 336 18890.6 6.3 0.4 37781.1 39326.6 1.000 1.000 18894.8 83750.0 22.6 UKOOA

336 18890.6 6.3 -0.4 37781.1 39326.6 1.000 1.000 18894.8 83750.0 22.6 UKOOA 337 18890.6 23.1 0.4 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA

337 18890.6 23.1 -0.4 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA 338 18890.6 133.1 0.4 37781.1 39326.6 1.000 1.000 18979.7 83750.0 22.7 UKOOA

338 18890.6 133.1 -0.4 37781.1 39326.6 1.000 1.000 18979.7 83750.0 22.7 UKOOA 339 18890.6 1072.2 0.4 37781.1 39326.6 1.000 1.000 19608.9 83750.0 23.4 UKOOA

339 18890.6 1072.2 -0.4 37781.1 39326.6 1.000 1.000 19608.9 83750.0 23.4 UKOOA 341 18890.6 2967.8 0.4 37781.1 39326.6 1.000 1.000 20879.0 83750.0 24.9 UKOOA

341 18890.6 2967.8 -0.4 37781.1 39326.6 1.000 1.000 20879.0 83750.0 24.9 UKOOA 342 18890.6 4308.0 0.4 37781.1 39326.6 1.000 1.000 21776.9 83750.0 26.0 UKOOA

342 18890.6 4308.0 -0.4 37781.1 39326.6 1.000 1.000 21776.9 83750.0 26.0 UKOOA 343 18890.6 782.1 0.4 37781.1 39326.6 1.000 1.000 19414.6 83750.0 23.2 UKOOA

343 18890.6 1665.5 -0.4 41659.1 39326.6 2.129 2.440 20006.4 83750.0 23.9 UKOOA 344 18890.6 9015.4 0.2 55739.8 39326.6 2.129 2.440 24930.9 83750.0 29.8 UKOOA

344 18890.6 9015.4 -0.2 55739.8 39326.6 2.129 2.440 24930.9 83750.0 29.8 UKOOA 340 18890.6 1816.9 0.0 41949.1 39326.6 2.129 2.440 20107.9 83750.0 24.0 UKOOA


216

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

340 18890.6 853.2 -0.0 37781.1 39326.6 1.000 1.000 19462.2 83750.0 23.2 UKOOA 345 18890.6 4257.3 0.0 37781.1 39326.6 1.000 1.000 21743.0 83750.0 26.0 UKOOA

345 18890.6 4257.3 -0.0 37781.1 39326.6 1.000 1.000 21743.0 83750.0 26.0 UKOOA 346 18890.6 2949.3 0.0 37781.1 39326.6 1.000 1.000 20866.6 83750.0 24.9 UKOOA

346 18890.6 2949.3 -0.0 37781.1 39326.6 1.000 1.000 20866.6 83750.0 24.9 UKOOA 347 18890.6 1070.6 0.0 37781.1 39326.6 1.000 1.000 19607.8 83750.0 23.4 UKOOA

347 18890.6 1070.6 -0.0 37781.1 39326.6 1.000 1.000 19607.8 83750.0 23.4 UKOOA 348 18890.6 132.1 0.0 37781.1 39326.6 1.000 1.000 18979.1 83750.0 22.7 UKOOA

348 18890.6 132.1 -0.0 37781.1 39326.6 1.000 1.000 18979.1 83750.0 22.7 UKOOA 349 18890.6 23.9 0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.0 22.6 UKOOA

349 18890.6 23.9 -0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.0 22.6 UKOOA 351 18890.6 5.1 0.0 37781.1 39326.6 1.000 1.000 18894.0 83750.0 22.6 UKOOA

351 18890.6 5.1 -0.0 37781.1 39326.6 1.000 1.000 18894.0 83750.0 22.6 UKOOA 352 18890.6 0.8 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA

352 18890.6 0.8 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA 353 18890.6 0.1 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA

353 18890.6 0.1 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA 354 18890.6 1.1 0.0 37781.1 39326.6 1.000 1.000 18891.3 83750.0 22.6 UKOOA

354 18890.6 1.1 -0.0 37781.1 39326.6 1.000 1.000 18891.3 83750.0 22.6 UKOOA 355 18890.6 4.4 0.0 37781.1 39326.6 1.000 1.000 18893.5 83750.0 22.6 UKOOA

355 18890.6 4.4 -0.0 37781.1 39326.6 1.000 1.000 18893.5 83750.0 22.6 UKOOA


217

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

350 18890.6 38.3 0.0 37781.1 39326.6 2.300 2.300 18916.2 83750.0 22.6 UKOOA

350 18890.6 17.9 -0.0 37781.1 39326.6 1.000 1.000 18902.6 83750.0 22.6 UKOOA 356 18890.6 5.1 0.0 37781.1 39326.6 1.000 1.000 18894.0 83750.0 22.6 UKOOA

356 18890.6 5.1 -0.0 37781.1 39326.6 1.000 1.000 18894.0 83750.0 22.6 UKOOA 357 18890.6 2.7 0.0 37781.1 39326.6 1.000 1.000 18892.3 83750.0 22.6 UKOOA

357 18890.6 2.7 -0.0 37781.1 39326.6 1.000 1.000 18892.3 83750.0 22.6 UKOOA 358 18890.6 5.7 0.0 37781.1 39326.6 1.000 1.000 18894.4 83750.0 22.6 UKOOA

358 18890.6 5.7 -0.0 37781.1 39326.6 1.000 1.000 18894.4 83750.0 22.6 UKOOA 359 18890.6 24.2 0.0 37781.1 39326.6 1.000 1.000 18906.8 83750.0 22.6 UKOOA

359 18890.6 24.2 -0.0 37781.1 39326.6 1.000 1.000 18906.8 83750.0 22.6 UKOOA 361 18890.6 133.1 0.0 37781.1 39326.6 1.000 1.000 18979.8 83750.0 22.7 UKOOA

361 18890.6 133.1 -0.0 37781.1 39326.6 1.000 1.000 18979.8 83750.0 22.7 UKOOA 362 18890.6 1073.6 0.0 37781.1 39326.6 1.000 1.000 19609.9 83750.0 23.4 UKOOA

362 18890.6 1073.6 -0.0 37781.1 39326.6 1.000 1.000 19609.9 83750.0 23.4 UKOOA 363 18890.6 2964.1 0.0 37781.1 39326.6 1.000 1.000 20876.5 83750.0 24.9 UKOOA

363 18890.6 2964.1 -0.0 37781.1 39326.6 1.000 1.000 20876.5 83750.0 24.9 UKOOA 364 18890.6 4289.3 0.0 37781.1 39326.6 1.000 1.000 21764.4 83750.0 26.0 UKOOA

364 18890.6 4289.3 -0.0 37781.1 39326.6 1.000 1.000 21764.4 83750.0 26.0 UKOOA 365 18890.6 823.9 0.0 37781.1 39326.6 1.000 1.000 19442.6 83750.0 23.2 UKOOA

365 18890.6 1754.5 -0.0 41829.6 39326.6 2.129 2.440 20066.0 83750.0 24.0 UKOOA 366 18890.6 9035.1 0.0 55777.5 39326.6 2.129 2.440 24944.1 83750.0 29.8 UKOOA


218

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

366 18890.6 9035.1 -0.0 55777.5 39326.6 2.129 2.440 24944.1 83750.0 29.8 UKOOA 360 18890.6 1736.4 -0.0 41794.9 39326.6 2.129 2.440 20053.9 83750.0 23.9 UKOOA

360 18890.6 815.4 0.0 37781.1 39326.6 1.000 1.000 19436.9 83750.0 23.2 UKOOA 367 18890.6 4295.3 -0.0 37781.1 39326.6 1.000 1.000 21768.4 83750.0 26.0 UKOOA

367 18890.6 4295.3 0.0 37781.1 39326.6 1.000 1.000 21768.4 83750.0 26.0 UKOOA 368 18890.6 2966.3 -0.0 37781.1 39326.6 1.000 1.000 20878.0 83750.0 24.9 UKOOA

368 18890.6 2966.3 0.0 37781.1 39326.6 1.000 1.000 20878.0 83750.0 24.9 UKOOA 369 18890.6 1073.8 -0.0 37781.1 39326.6 1.000 1.000 19610.0 83750.0 23.4 UKOOA

369 18890.6 1073.8 0.0 37781.1 39326.6 1.000 1.000 19610.0 83750.0 23.4 UKOOA 371 18890.6 133.2 -0.0 37781.1 39326.6 1.000 1.000 18979.8 83750.0 22.7 UKOOA

371 18890.6 133.2 0.0 37781.1 39326.6 1.000 1.000 18979.8 83750.0 22.7 UKOOA 372 18890.6 24.1 -0.0 37781.1 39326.6 1.000 1.000 18906.7 83750.0 22.6 UKOOA

372 18890.6 24.1 0.0 37781.1 39326.6 1.000 1.000 18906.7 83750.0 22.6 UKOOA 373 18890.6 5.1 -0.0 37781.1 39326.6 1.000 1.000 18894.0 83750.0 22.6 UKOOA

373 18890.6 5.1 0.0 37781.1 39326.6 1.000 1.000 18894.0 83750.0 22.6 UKOOA 374 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0 22.6 UKOOA

374 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0 22.6 UKOOA 375 18890.6 0.1 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA

375 18890.6 0.1 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA 376 18890.6 0.7 -0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0 22.6 UKOOA


219

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

376 18890.6 0.7 0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0 22.6 UKOOA 377 18890.6 3.3 -0.0 37781.1 39326.6 1.000 1.000 18892.8 83750.0 22.6 UKOOA

377 18890.6 3.3 0.0 37781.1 39326.6 1.000 1.000 18892.8 83750.0 22.6 UKOOA 370 18890.6 28.7 -0.0 37781.1 39326.6 2.300 2.300 18909.8 83750.0 22.6 UKOOA

370 18890.6 7.6 -0.1 37781.1 39326.6 1.000 1.000 18895.6 83750.0 22.6 UKOOA 378 18890.6 2.1 0.1 37781.1 39326.6 1.000 1.000 18892.0 83750.0 22.6 UKOOA

378 18890.6 2.1 -0.1 37781.1 39326.6 1.000 1.000 18892.0 83750.0 22.6 UKOOA 379 18890.6 0.4 0.1 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA

379 18890.6 0.4 -0.1 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA 381 18890.6 0.5 0.1 37781.1 39326.6 1.000 1.000 18890.9 83750.0 22.6 UKOOA

381 18890.6 0.5 -0.1 37781.1 39326.6 1.000 1.000 18890.9 83750.0 22.6 UKOOA 382 18890.6 3.8 0.1 37781.1 39326.6 1.000 1.000 18893.1 83750.0 22.6 UKOOA

382 18890.6 3.8 -0.1 37781.1 39326.6 1.000 1.000 18893.1 83750.0 22.6 UKOOA 389 18890.6 17.9 0.1 37781.1 39326.6 1.000 1.000 18902.6 83750.0 22.6 UKOOA

389 18890.6 17.9 -0.1 37781.1 39326.6 1.000 1.000 18902.6 83750.0 22.6 UKOOA 391 18890.6 99.4 0.1 37781.1 39326.6 1.000 1.000 18957.2 83750.0 22.6 UKOOA

391 18890.6 99.4 -0.1 37781.1 39326.6 1.000 1.000 18957.2 83750.0 22.6 UKOOA 392 18890.6 821.0 0.1 37781.1 39326.6 1.000 1.000 19440.6 83750.0 23.2 UKOOA

392 18890.6 821.0 -0.1 37781.1 39326.6 1.000 1.000 19440.6 83750.0 23.2 UKOOA 393 18890.6 2238.9 0.1 37781.1 39326.6 1.000 1.000 20390.6 83750.0 24.3 UKOOA

393 18890.6 2238.9 -0.1 37781.1 39326.6 1.000 1.000 20390.6 83750.0 24.3 UKOOA


220

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

394 18890.6 3192.8 0.1 37781.1 39326.6 1.000 1.000 21029.7 83750.0 25.1 UKOOA

394 18890.6 3192.8 -0.1 37781.1 39326.6 1.000 1.000 21029.7 83750.0 25.1 UKOOA 395 18890.6 772.7 0.1 37781.1 39326.6 1.000 1.000 19408.3 83750.0 23.2 UKOOA

395 18890.6 1981.3 -0.1 42442.5 39326.6 2.564 2.938 20218.0 83750.0 24.1 UKOOA 396 18890.6 4156.4 -0.6 46507.0 39326.6 2.564 2.938 21675.3 83750.0 25.9 UKOOA

396 18890.6 4156.4 0.6 46507.0 39326.6 2.564 2.938 21675.3 83750.0 25.9 UKOOA 380 18890.6 6399.5 1.6 50698.5 39326.6 2.564 2.938 23178.2 83750.0 27.7 UKOOA

380 18890.6 2495.9 -1.6 37781.1 39326.6 1.000 1.000 20562.8 83750.0 24.6 UKOOA 383 18890.6 5505.4 1.6 37781.1 39326.6 1.000 1.000 22579.2 83750.0 27.0 UKOOA

383 18890.6 5505.4 -1.6 37781.1 39326.6 1.000 1.000 22579.2 83750.0 27.0 UKOOA 384 18890.6 3041.8 1.6 37781.1 39326.6 1.000 1.000 20928.6 83750.0 25.0 UKOOA

384 18890.6 3041.8 -1.6 37781.1 39326.6 1.000 1.000 20928.6 83750.0 25.0 UKOOA 397 18890.6 798.1 1.6 37781.1 39326.6 1.000 1.000 19425.3 83750.0 23.2 UKOOA

397 18890.6 798.1 -1.6 37781.1 39326.6 1.000 1.000 19425.3 83750.0 23.2 UKOOA 398 18890.6 722.7 1.6 37781.1 39326.6 1.000 1.000 19374.7 83750.0 23.1 UKOOA

398 18890.6 722.7 -1.6 37781.1 39326.6 1.000 1.000 19374.7 83750.0 23.1 UKOOA 399 18890.6 2126.5 1.6 37781.1 39326.6 1.000 1.000 20315.3 83750.0 24.3 UKOOA

399 18890.6 2126.5 -1.6 37781.1 39326.6 1.000 1.000 20315.3 83750.0 24.3 UKOOA 401 18890.6 3191.0 1.6 37781.1 39326.6 1.000 1.000 21028.5 83750.0 25.1 UKOOA

401 18890.6 3191.0 -1.6 37781.1 39326.6 1.000 1.000 21028.5 83750.0 25.1 UKOOA 402 18890.6 337.9 1.6 37781.1 39326.6 1.000 1.000 19117.0 83750.0 22.8 UKOOA


221

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

402 18890.6 866.6 -1.6 40359.1 39326.6 2.564 2.938 19471.2 83750.0 23.2 UKOOA 403 18890.6 6436.1 0.5 50766.9 39326.6 2.564 2.938 23202.7 83750.0 27.7 UKOOA

403 18890.6 6436.1 -0.5 50766.9 39326.6 2.564 2.938 23202.7 83750.0 27.7 UKOOA 385 18890.6 4188.3 0.6 46566.7 39326.6 2.564 2.938 21696.8 83750.0 25.9 UKOOA

385 18890.6 1633.5 -0.6 37781.1 39326.6 1.000 1.000 19985.0 83750.0 23.9 UKOOA 387 18890.6 1634.4 0.6 37781.1 39326.6 1.000 1.000 19985.6 83750.0 23.9 UKOOA

387 18890.6 1634.4 -0.6 37781.1 39326.6 1.000 1.000 19985.6 83750.0 23.9 UKOOA 388 18890.6 934.5 0.6 37781.1 39326.6 1.000 1.000 19516.7 83750.0 23.3 UKOOA

388 18890.6 934.5 -0.6 37781.1 39326.6 1.000 1.000 19516.7 83750.0 23.3 UKOOA 404 18890.6 2200.2 0.6 37781.1 39326.6 1.000 1.000 20364.7 83750.0 24.3 UKOOA

404 18890.6 2200.2 -0.6 37781.1 39326.6 1.000 1.000 20364.7 83750.0 24.3 UKOOA 405 18890.6 3859.3 0.6 37781.1 39326.6 1.000 1.000 21476.3 83750.0 25.6 UKOOA

405 18890.6 3859.3 -0.6 37781.1 39326.6 1.000 1.000 21476.3 83750.0 25.6 UKOOA 406 18890.6 14.6 0.6 37781.1 39326.6 1.000 1.000 18900.3 83750.0 22.6 UKOOA

406 18890.6 37.4 -0.6 38810.0 39326.6 2.564 2.938 18915.6 83750.0 22.6 UKOOA 407 18890.6 6991.7 0.4 51805.2 39326.6 2.564 2.938 23575.0 83750.0 28.1 UKOOA

407 18890.6 6991.7 -0.4 51805.2 39326.6 2.564 2.938 23575.0 83750.0 28.1 UKOOA 386 18890.6 5643.9 0.2 49286.6 39326.6 2.564 2.938 22672.0 83750.0 27.1 UKOOA

386 18890.6 2201.2 -0.2 37781.1 39326.6 1.000 1.000 20365.4 83750.0 24.3 UKOOA 408 18890.6 1236.4 0.2 37781.1 39326.6 1.000 1.000 19719.0 83750.0 23.5 UKOOA


222

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

408 18890.6 1236.4 -0.2 37781.1 39326.6 1.000 1.000 19719.0 83750.0 23.5 UKOOA 409 18890.6 1254.7 0.2 37781.1 39326.6 1.000 1.000 19731.2 83750.0 23.6 UKOOA

409 18890.6 1254.7 -0.2 37781.1 39326.6 1.000 1.000 19731.2 83750.0 23.6 UKOOA 411 18890.6 578.3 0.2 37781.1 39326.6 1.000 1.000 19278.0 83750.0 23.0 UKOOA

411 18890.6 578.3 -0.2 37781.1 39326.6 1.000 1.000 19278.0 83750.0 23.0 UKOOA 412 18890.6 43.2 0.2 37781.1 39326.6 1.000 1.000 18919.5 83750.0 22.6 UKOOA

412 18890.6 43.2 -0.2 37781.1 39326.6 1.000 1.000 18919.5 83750.0 22.6 UKOOA 413 18890.6 11.3 0.2 37781.1 39326.6 1.000 1.000 18898.1 83750.0 22.6 UKOOA

413 18890.6 11.3 -0.2 37781.1 39326.6 1.000 1.000 18898.1 83750.0 22.6 UKOOA 414 18890.6 4.0 0.2 37781.1 39326.6 1.000 1.000 18893.2 83750.0 22.6 UKOOA

414 18890.6 4.0 -0.2 37781.1 39326.6 1.000 1.000 18893.2 83750.0 22.6 UKOOA 415 18890.6 12.4 0.2 37781.1 39326.6 1.000 1.000 18898.9 83750.0 22.6 UKOOA

415 18890.6 12.4 -0.2 37781.1 39326.6 1.000 1.000 18898.9 83750.0 22.6 UKOOA 416 18890.6 24.7 0.2 37781.1 39326.6 1.000 1.000 18907.1 83750.0 22.6 UKOOA

416 18890.6 24.7 -0.2 37781.1 39326.6 1.000 1.000 18907.1 83750.0 22.6 UKOOA 417 18890.6 22.9 0.2 37781.1 39326.6 1.000 1.000 18905.9 83750.0 22.6 UKOOA

417 18890.6 22.9 -0.2 37781.1 39326.6 1.000 1.000 18905.9 83750.0 22.6 UKOOA 418 18890.6 13.2 0.2 37781.1 39326.6 1.000 1.000 18899.4 83750.0 22.6 UKOOA

418 18890.6 13.2 -0.2 37781.1 39326.6 1.000 1.000 18899.4 83750.0 22.6 UKOOA 390 18890.6 48.7 0.2 37781.1 39326.6 1.000 1.000 18923.2 83750.0 22.6 UKOOA

390 18890.6 48.7 -0.2 37781.1 39326.6 1.000 1.000 18923.2 83750.0 22.6 UKOOA


223

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

400 18890.6 199.5 0.2 37781.1 39326.6 1.000 1.000 19024.2 83750.0 22.7 UKOOA

420 18890.6 199.6 -0.2 37781.1 39326.6 1.000 1.000 19024.3 83750.0 22.7 UKOOA 430 18890.6 50.9 0.2 37781.1 39326.6 1.000 1.000 18924.7 83750.0 22.6 UKOOA

430 18890.6 50.9 -0.2 37781.1 39326.6 1.000 1.000 18924.7 83750.0 22.6 UKOOA 431 18890.6 90.1 0.2 37781.1 39326.6 1.000 1.000 18951.0 83750.0 22.6 UKOOA

431 18890.6 90.1 -0.2 37781.1 39326.6 1.000 1.000 18951.0 83750.0 22.6 UKOOA 432 18890.6 223.8 0.2 37781.1 39326.6 1.000 1.000 19040.5 83750.0 22.7 UKOOA

432 18890.6 223.8 -0.2 37781.1 39326.6 1.000 1.000 19040.5 83750.0 22.7 UKOOA 433 18890.6 286.6 0.2 37781.1 39326.6 1.000 1.000 19082.6 83750.0 22.8 UKOOA

433 18890.6 286.6 -0.2 37781.1 39326.6 1.000 1.000 19082.6 83750.0 22.8 UKOOA 434 18890.6 2389.4 0.2 37781.1 39326.6 1.000 1.000 20491.4 83750.0 24.5 UKOOA

434 18890.6 2389.4 -0.2 37781.1 39326.6 1.000 1.000 20491.4 83750.0 24.5 UKOOA 440 18890.6 11115.8 0.2 37781.1 39326.6 2.300 2.300 26338.2 83750.0 31.4 UKOOA

440 18890.6 4950.7 -0.0 37781.1 39326.6 1.000 1.000 22207.5 83750.0 26.5 UKOOA 441 18890.6 2464.6 0.0 37781.1 39326.6 1.000 1.000 20541.9 83750.0 24.5 UKOOA

441 18890.6 2464.6 -0.0 37781.1 39326.6 1.000 1.000 20541.9 83750.0 24.5 UKOOA 442 18890.6 1570.7 0.0 37781.1 39326.6 1.000 1.000 19942.9 83750.0 23.8 UKOOA

442 18890.6 1570.7 -0.0 37781.1 39326.6 1.000 1.000 19942.9 83750.0 23.8 UKOOA 443 18890.6 508.5 0.0 37781.1 39326.6 1.000 1.000 19231.3 83750.0 23.0 UKOOA

443 18890.6 508.5 -0.0 37781.1 39326.6 1.000 1.000 19231.3 83750.0 23.0 UKOOA 444 18890.6 304.6 0.0 37781.1 39326.6 1.000 1.000 19094.7 83750.0 22.8 UKOOA


224

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

444 18890.6 304.6 -0.0 37781.1 39326.6 1.000 1.000 19094.7 83750.0 22.8 UKOOA 445 18890.6 111.8 0.0 37781.1 39326.6 1.000 1.000 18965.4 83750.0 22.6 UKOOA

445 18890.6 111.8 -0.0 37781.1 39326.6 1.000 1.000 18965.4 83750.0 22.6 UKOOA 450 18890.6 229.7 0.0 37781.1 39326.6 1.000 1.000 19044.5 83750.0 22.7 UKOOA

470 18890.6 236.5 -0.0 37781.1 39326.6 1.000 1.000 19049.0 83750.0 22.7 UKOOA 480 18890.6 58.1 0.0 37781.1 39326.6 1.000 1.000 18929.5 83750.0 22.6 UKOOA

480 18890.6 58.1 -0.0 37781.1 39326.6 1.000 1.000 18929.5 83750.0 22.6 UKOOA 481 18890.6 25.0 0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0 22.6 UKOOA

481 18890.6 25.0 -0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0 22.6 UKOOA 482 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA

482 18890.6 24.9 -0.0 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA 483 18890.6 12.0 0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0 22.6 UKOOA

483 18890.6 12.0 -0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0 22.6 UKOOA 484 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA

484 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA 489 18890.6 0.2 0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0 22.6 UKOOA

489 18890.6 0.2 -0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0 22.6 UKOOA 491 18890.6 0.1 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA

491 18890.6 0.1 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA 492 18890.6 0.2 0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0 22.6 UKOOA


225

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

492 18890.6 0.2 -0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0 22.6 UKOOA 493 18890.6 0.4 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA

493 18890.6 0.4 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA 494 18890.6 2.9 0.0 37781.1 39326.6 1.000 1.000 18892.5 83750.0 22.6 UKOOA

494 18890.6 2.9 -0.0 37781.1 39326.6 1.000 1.000 18892.5 83750.0 22.6 UKOOA 495 18890.6 13.6 0.0 37781.1 39326.6 1.000 1.000 18899.7 83750.0 22.6 UKOOA

495 18890.6 13.6 -0.0 37781.1 39326.6 1.000 1.000 18899.7 83750.0 22.6 UKOOA 496 18890.6 76.1 0.0 37781.1 39326.6 1.000 1.000 18941.5 83750.0 22.6 UKOOA

496 18890.6 76.1 -0.0 37781.1 39326.6 1.000 1.000 18941.5 83750.0 22.6 UKOOA 497 18890.6 760.6 0.0 37781.1 39326.6 1.000 1.000 19400.2 83750.0 23.2 UKOOA

497 18890.6 760.6 -0.0 37781.1 39326.6 1.000 1.000 19400.2 83750.0 23.2 UKOOA 501 18890.6 1879.9 0.0 37781.1 39326.6 1.000 1.000 20150.1 83750.0 24.1 UKOOA

501 18890.6 1879.9 -0.0 37781.1 39326.6 1.000 1.000 20150.1 83750.0 24.1 UKOOA 502 18890.6 2345.8 0.0 37781.1 39326.6 1.000 1.000 20462.2 83750.0 24.4 UKOOA

502 18890.6 2345.8 -0.0 37781.1 39326.6 1.000 1.000 20462.2 83750.0 24.4 UKOOA 503 18890.6 1721.7 0.0 37781.1 39326.6 1.000 1.000 20044.1 83750.0 23.9 UKOOA

503 18890.6 4414.3 -0.0 46989.0 39326.6 2.564 2.938 21848.2 83750.0 26.1 UKOOA 504 18890.6 7918.4 0.0 53536.8 39326.6 2.564 2.938 24195.9 83750.0 28.9 UKOOA

504 18890.6 7918.4 -0.0 53536.8 39326.6 2.564 2.938 24195.9 83750.0 28.9 UKOOA 485 18890.6 1877.7 0.0 42249.0 39326.6 2.564 2.938 20148.6 83750.0 24.1 UKOOA

485 18890.6 732.3 -0.0 37781.1 39326.6 1.000 1.000 19381.2 83750.0 23.1 UKOOA


226

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

487 18890.6 3508.4 0.0 37781.1 39326.6 1.000 1.000 21241.2 83750.0 25.4 UKOOA

487 18890.6 3508.4 -0.0 37781.1 39326.6 1.000 1.000 21241.2 83750.0 25.4 UKOOA 488 18890.6 1980.0 0.0 37781.1 39326.6 1.000 1.000 20217.2 83750.0 24.1 UKOOA

488 18890.6 1980.0 -0.0 37781.1 39326.6 1.000 1.000 20217.2 83750.0 24.1 UKOOA 505 18890.6 1829.1 0.0 37781.1 39326.6 1.000 1.000 20116.1 83750.0 24.0 UKOOA

505 18890.6 1829.1 -0.0 37781.1 39326.6 1.000 1.000 20116.1 83750.0 24.0 UKOOA 506 18890.6 3243.2 0.0 37781.1 39326.6 1.000 1.000 21063.5 83750.0 25.2 UKOOA

506 18890.6 3243.2 -0.0 37781.1 39326.6 1.000 1.000 21063.5 83750.0 25.2 UKOOA 507 18890.6 928.7 0.0 37781.1 39326.6 1.000 1.000 19512.8 83750.0 23.3 UKOOA

507 18890.6 2381.2 -0.0 43189.8 39326.6 2.564 2.938 20486.0 83750.0 24.5 UKOOA 508 18890.6 7853.0 0.0 53414.6 39326.6 2.564 2.938 24152.1 83750.0 28.8 UKOOA

508 18890.6 7853.0 -0.0 53414.6 39326.6 2.564 2.938 24152.1 83750.0 28.8 UKOOA 486 18890.6 3844.7 0.0 45924.6 39326.6 2.564 2.938 21466.5 83750.0 25.6 UKOOA

486 18890.6 1499.5 -0.0 37781.1 39326.6 1.000 1.000 19895.2 83750.0 23.8 UKOOA 509 18890.6 2579.8 0.0 37781.1 39326.6 1.000 1.000 20619.0 83750.0 24.6 UKOOA

509 18890.6 2579.8 -0.0 37781.1 39326.6 1.000 1.000 20619.0 83750.0 24.6 UKOOA 511 18890.6 1987.3 0.0 37781.1 39326.6 1.000 1.000 20222.0 83750.0 24.1 UKOOA

511 18890.6 1987.3 -0.0 37781.1 39326.6 1.000 1.000 20222.0 83750.0 24.1 UKOOA 512 18890.6 782.6 0.0 37781.1 39326.6 1.000 1.000 19414.9 83750.0 23.2 UKOOA

512 18890.6 782.6 -0.0 37781.1 39326.6 1.000 1.000 19414.9 83750.0 23.2 UKOOA 513 18890.6 83.7 0.0 37781.1 39326.6 1.000 1.000 18946.6 83750.0 22.6 UKOOA


227

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

513 18890.6 83.7 -0.0 37781.1 39326.6 1.000 1.000 18946.6 83750.0 22.6 UKOOA 514 18890.6 17.5 0.0 37781.1 39326.6 1.000 1.000 18902.3 83750.0 22.6 UKOOA

514 18890.6 17.5 -0.0 37781.1 39326.6 1.000 1.000 18902.3 83750.0 22.6 UKOOA 515 18890.6 4.7 0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0 22.6 UKOOA

515 18890.6 4.7 -0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0 22.6 UKOOA 516 18890.6 2.2 0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0 22.6 UKOOA

516 18890.6 2.2 -0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0 22.6 UKOOA 490 18890.6 1.9 0.0 37781.1 39326.6 2.300 2.300 18891.8 83750.0 22.6 UKOOA

490 18890.6 20.8 0.2 37781.1 39326.6 1.000 1.000 18904.5 83750.0 22.6 UKOOA 498 18890.6 16.8 -0.2 37781.1 39326.6 1.000 1.000 18901.8 83750.0 22.6 UKOOA

498 18890.6 16.8 0.2 37781.1 39326.6 1.000 1.000 18901.8 83750.0 22.6 UKOOA 499 18890.6 28.2 -0.2 37781.1 39326.6 1.000 1.000 18909.5 83750.0 22.6 UKOOA

499 18890.6 28.2 0.2 37781.1 39326.6 1.000 1.000 18909.5 83750.0 22.6 UKOOA 517 18890.6 137.3 -0.2 37781.1 39326.6 1.000 1.000 18982.5 83750.0 22.7 UKOOA

517 18890.6 137.3 0.2 37781.1 39326.6 1.000 1.000 18982.5 83750.0 22.7 UKOOA 518 18890.6 1063.2 -0.2 37781.1 39326.6 1.000 1.000 19602.9 83750.0 23.4 UKOOA

518 18890.6 1063.2 0.2 37781.1 39326.6 1.000 1.000 19602.9 83750.0 23.4 UKOOA 519 18890.6 2984.5 -0.2 37781.1 39326.6 1.000 1.000 20890.2 83750.0 24.9 UKOOA

519 18890.6 2984.5 0.2 37781.1 39326.6 1.000 1.000 20890.2 83750.0 24.9 UKOOA 521 18890.6 4401.5 -0.2 37781.1 39326.6 1.000 1.000 21839.6 83750.0 26.1 UKOOA


228

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

521 18890.6 4401.5 0.2 37781.1 39326.6 1.000 1.000 21839.6 83750.0 26.1 UKOOA 522 18890.6 564.3 -0.2 37781.1 39326.6 1.000 1.000 19268.6 83750.0 23.0 UKOOA

522 18890.6 1201.6 0.2 40770.4 39326.6 2.129 2.440 19695.6 83750.0 23.5 UKOOA 523 18890.6 8903.7 -0.1 55525.8 39326.6 2.129 2.440 24856.0 83750.0 29.7 UKOOA

523 18890.6 8903.7 0.1 55525.8 39326.6 2.129 2.440 24856.0 83750.0 29.7 UKOOA 500 18890.6 2235.9 -0.0 42751.9 39326.6 2.129 2.440 20388.6 83750.0 24.3 UKOOA

500 18890.6 1050.0 0.0 37781.1 39326.6 1.000 1.000 19594.0 83750.0 23.4 UKOOA 524 18890.6 4056.2 -0.0 37781.1 39326.6 1.000 1.000 21608.2 83750.0 25.8 UKOOA

524 18890.6 4056.2 0.0 37781.1 39326.6 1.000 1.000 21608.2 83750.0 25.8 UKOOA 525 18890.6 2858.2 -0.0 37781.1 39326.6 1.000 1.000 20805.6 83750.0 24.8 UKOOA

525 18890.6 2858.2 0.0 37781.1 39326.6 1.000 1.000 20805.6 83750.0 24.8 UKOOA 526 18890.6 1052.3 -0.0 37781.1 39326.6 1.000 1.000 19595.6 83750.0 23.4 UKOOA

526 18890.6 1052.3 0.0 37781.1 39326.6 1.000 1.000 19595.6 83750.0 23.4 UKOOA 527 18890.6 126.0 -0.0 37781.1 39326.6 1.000 1.000 18975.0 83750.0 22.7 UKOOA

527 18890.6 126.0 0.0 37781.1 39326.6 1.000 1.000 18975.0 83750.0 22.7 UKOOA 528 18890.6 21.5 -0.0 37781.1 39326.6 1.000 1.000 18905.0 83750.0 22.6 UKOOA

528 18890.6 21.5 0.0 37781.1 39326.6 1.000 1.000 18905.0 83750.0 22.6 UKOOA 529 18890.6 5.8 -0.0 37781.1 39326.6 1.000 1.000 18894.5 83750.0 22.6 UKOOA

529 18890.6 5.8 0.0 37781.1 39326.6 1.000 1.000 18894.5 83750.0 22.6 UKOOA 510 18890.6 1.9 -0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0 22.6 UKOOA

510 18890.6 1.9 0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0 22.6 UKOOA


229

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

531 18890.6 0.5 -0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0 22.6 UKOOA

531 18890.6 0.5 0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0 22.6 UKOOA 532 18890.6 0.2 -0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0 22.6 UKOOA

532 18890.6 0.2 0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0 22.6 UKOOA 533 18890.6 0.8 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA

533 18890.6 0.8 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA 534 18890.6 11.8 -0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA

534 18890.6 11.8 0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA 535 18890.6 24.9 -0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0 22.6 UKOOA

535 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0 22.6 UKOOA 536 18890.6 23.1 -0.0 37781.1 39326.6 1.000 1.000 18906.1 83750.0 22.6 UKOOA

536 18890.6 23.1 0.0 37781.1 39326.6 1.000 1.000 18906.1 83750.0 22.6 UKOOA 537 18890.6 13.0 -0.0 37781.1 39326.6 1.000 1.000 18899.3 83750.0 22.6 UKOOA

537 18890.6 13.0 0.0 37781.1 39326.6 1.000 1.000 18899.3 83750.0 22.6 UKOOA 520 18890.6 48.6 -0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

520 18890.6 48.6 0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 530 18890.6 199.4 -0.0 37781.1 39326.6 1.000 1.000 19024.2 83750.0 22.7 UKOOA

550 18890.6 199.6 0.0 37781.1 39326.6 1.000 1.000 19024.3 83750.0 22.7 UKOOA 560 18890.6 55.5 -0.0 37781.1 39326.6 1.000 1.000 18927.8 83750.0 22.6 UKOOA

560 18890.6 55.5 0.0 37781.1 39326.6 1.000 1.000 18927.8 83750.0 22.6 UKOOA 561 18890.6 101.6 -0.0 37781.1 39326.6 1.000 1.000 18958.6 83750.0 22.6 UKOOA


230

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

561 18890.6 101.6 0.0 37781.1 39326.6 1.000 1.000 18958.6 83750.0 22.6 UKOOA 562 18890.6 92.8 -0.0 37781.1 39326.6 1.000 1.000 18952.7 83750.0 22.6 UKOOA

562 18890.6 92.8 0.0 37781.1 39326.6 1.000 1.000 18952.7 83750.0 22.6 UKOOA 563 18890.6 223.2 -0.0 37781.1 39326.6 1.000 1.000 19040.1 83750.0 22.7 UKOOA

563 18890.6 223.2 0.0 37781.1 39326.6 1.000 1.000 19040.1 83750.0 22.7 UKOOA 564 18890.6 2978.7 -0.0 37781.1 39326.6 1.000 1.000 20886.3 83750.0 24.9 UKOOA

564 18890.6 2978.7 0.0 37781.1 39326.6 1.000 1.000 20886.3 83750.0 24.9 UKOOA 569 18890.6 1587.9 -0.0 37781.1 39326.6 1.000 1.000 19954.5 83750.0 23.8 UKOOA

569 18890.6 1587.9 0.0 37781.1 39326.6 1.000 1.000 19954.5 83750.0 23.8 UKOOA 570 18890.6 14155.3 -0.0 37781.1 39526.2 2.300 2.300 28374.6 83750.0 33.9 UKOOA

570 18890.6 5.4 -0.0 37781.1 39326.6 1.000 1.000 18894.2 83750.0 22.6 UKOOA 571 18890.6 1.4 0.0 37781.1 39326.6 1.000 1.000 18891.5 83750.0 22.6 UKOOA

571 18890.6 1.4 -0.0 37781.1 39326.6 1.000 1.000 18891.5 83750.0 22.6 UKOOA 572 18890.6 0.5 0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0 22.6 UKOOA

572 18890.6 0.5 -0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0 22.6 UKOOA 573 18890.6 0.4 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA

573 18890.6 0.4 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA 574 18890.6 1.2 0.0 37781.1 39326.6 1.000 1.000 18891.4 83750.0 22.6 UKOOA

574 18890.6 1.2 -0.0 37781.1 39326.6 1.000 1.000 18891.4 83750.0 22.6 UKOOA 580 18890.6 10.6 0.0 37781.1 39326.6 2.300 2.300 18897.6 83750.0 22.6 UKOOA


231

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

580 18890.6 13.8 0.1 37781.1 39326.6 1.000 1.000 18899.8 83750.0 22.6 UKOOA 590 18890.6 39.5 -0.1 37781.1 39326.6 2.300 2.300 18917.1 83750.0 22.6 UKOOA

590 18890.6 21.4 0.5 37781.1 39326.6 1.000 1.000 18904.9 83750.0 22.6 UKOOA 591 18890.6 6.2 -0.5 37781.1 39326.6 1.000 1.000 18894.7 83750.0 22.6 UKOOA

591 18890.6 6.2 0.5 37781.1 39326.6 1.000 1.000 18894.7 83750.0 22.6 UKOOA 592 18890.6 2.1 -0.5 37781.1 39326.6 1.000 1.000 18891.9 83750.0 22.6 UKOOA

592 18890.6 2.1 0.5 37781.1 39326.6 1.000 1.000 18891.9 83750.0 22.6 UKOOA 593 18890.6 1.1 -0.5 37781.1 39326.6 1.000 1.000 18891.3 83750.0 22.6 UKOOA

593 18890.6 1.1 0.5 37781.1 39326.6 1.000 1.000 18891.3 83750.0 22.6 UKOOA 594 18890.6 11.8 -0.5 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA

594 18890.6 11.8 0.5 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA 595 18890.6 24.9 -0.5 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA

595 18890.6 24.9 0.5 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA 596 18890.6 23.0 -0.5 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA

596 18890.6 23.0 0.5 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA 599 18890.6 12.8 -0.5 37781.1 39326.6 1.000 1.000 18899.1 83750.0 22.6 UKOOA

599 18890.6 12.8 0.5 37781.1 39326.6 1.000 1.000 18899.1 83750.0 22.6 UKOOA 600 18890.6 48.5 -0.5 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

600 18890.6 48.5 0.5 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 610 18890.6 199.4 -0.5 37781.1 39326.6 1.000 1.000 19024.1 83750.0 22.7 UKOOA

630 18890.6 199.4 0.5 37781.1 39326.6 1.000 1.000 19024.1 83750.0 22.7 UKOOA


232

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

640 18890.6 48.5 -0.5 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

640 18890.6 48.5 0.5 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 641 18890.6 23.1 -0.5 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA

641 18890.6 23.1 0.5 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA 642 18890.6 24.9 -0.5 37781.1 39326.6 1.000 1.000 18907.3 83750.0 22.6 UKOOA

642 18890.6 24.9 0.5 37781.1 39326.6 1.000 1.000 18907.3 83750.0 22.6 UKOOA 643 18890.6 12.3 -0.5 37781.1 39326.6 1.000 1.000 18898.8 83750.0 22.6 UKOOA

643 18890.6 12.3 0.5 37781.1 39326.6 1.000 1.000 18898.8 83750.0 22.6 UKOOA 644 18890.6 26.6 -0.5 37781.1 39326.6 1.000 1.000 18908.4 83750.0 22.6 UKOOA

644 18890.6 26.6 0.5 37781.1 39326.6 1.000 1.000 18908.4 83750.0 22.6 UKOOA 645 18890.6 67.1 -0.5 37781.1 39326.6 1.000 1.000 18935.5 83750.0 22.6 UKOOA

645 18890.6 67.1 0.5 37781.1 39326.6 1.000 1.000 18935.5 83750.0 22.6 UKOOA 299 18890.6 13.9 -0.5 37781.1 39326.6 1.000 1.000 18899.9 83750.0 22.6 UKOOA

299 18890.6 13.9 0.5 37781.1 39326.6 1.000 1.000 18899.9 83750.0 22.6 UKOOA 280 18890.6 94.9 -0.5 37781.1 39326.6 1.000 1.000 18954.2 83750.0 22.6 UKOOA

570 18890.6 6159.9 0.0 37781.1 39326.6 1.000 1.000 23017.7 83750.0 27.5 UKOOA 575 18890.6 2991.2 -0.0 37781.1 39326.6 1.000 1.000 20894.7 83750.0 24.9 UKOOA

575 18890.6 2991.2 0.0 37781.1 39326.6 1.000 1.000 20894.7 83750.0 24.9 UKOOA 576 18890.6 323.2 -0.0 37781.1 39326.6 1.000 1.000 19107.1 83750.0 22.8 UKOOA

576 18890.6 323.2 0.0 37781.1 39326.6 1.000 1.000 19107.1 83750.0 22.8 UKOOA 577 18890.6 52.2 -0.0 37781.1 39326.6 1.000 1.000 18925.5 83750.0 22.6 UKOOA


233

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

577 18890.6 52.2 0.0 37781.1 39326.6 1.000 1.000 18925.5 83750.0 22.6 UKOOA 578 18890.6 89.5 -0.0 37781.1 39326.6 1.000 1.000 18950.5 83750.0 22.6 UKOOA

578 18890.6 89.5 0.0 37781.1 39326.6 1.000 1.000 18950.5 83750.0 22.6 UKOOA 799 18890.6 68.6 -0.0 37781.1 39326.6 1.000 1.000 18936.5 83750.0 22.6 UKOOA

799 18890.6 68.6 0.0 37781.1 39326.6 1.000 1.000 18936.5 83750.0 22.6 UKOOA 800 18890.6 68.5 -0.0 37781.1 39326.6 1.000 1.000 18936.5 83750.0 22.6 UKOOA

800 18890.6 68.5 0.0 37781.1 39326.6 1.000 1.000 18936.5 83750.0 22.6 UKOOA 810 18890.6 200.0 -0.0 37781.1 39326.6 1.000 1.000 19024.6 83750.0 22.7 UKOOA

825 18890.6 199.4 0.0 37781.1 39326.6 1.000 1.000 19024.2 83750.0 22.7 UKOOA 830 18890.6 49.9 -0.0 37781.1 39326.6 1.000 1.000 18924.0 83750.0 22.6 UKOOA

830 18890.6 49.9 0.0 37781.1 39326.6 1.000 1.000 18924.0 83750.0 22.6 UKOOA 831 18890.6 25.1 -0.0 37781.1 39326.6 1.000 1.000 18907.4 83750.0 22.6 UKOOA

831 18890.6 25.1 0.0 37781.1 39326.6 1.000 1.000 18907.4 83750.0 22.6 UKOOA 832 18890.6 25.8 -0.0 37781.1 39326.6 1.000 1.000 18907.8 83750.0 22.6 UKOOA

832 18890.6 25.8 0.0 37781.1 39326.6 1.000 1.000 18907.8 83750.0 22.6 UKOOA 833 18890.6 6.3 -0.0 37781.1 39326.6 1.000 1.000 18894.8 83750.0 22.6 UKOOA

833 18890.6 6.3 0.0 37781.1 39326.6 1.000 1.000 18894.8 83750.0 22.6 UKOOA 838 18890.6 36.0 -0.0 37781.1 39326.6 1.000 1.000 18914.7 83750.0 22.6 UKOOA

838 18890.6 36.0 0.0 37781.1 39326.6 1.000 1.000 18914.7 83750.0 22.6 UKOOA 839 18890.6 108.2 -0.0 37781.1 39326.6 1.000 1.000 18963.1 83750.0 22.6 UKOOA


234

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

839 18890.6 108.2 0.0 37781.1 39326.6 1.000 1.000 18963.1 83750.0 22.6 UKOOA 841 18890.6 730.0 -0.0 37781.1 39326.6 1.000 1.000 19379.7 83750.0 23.1 UKOOA

841 18890.6 730.0 0.0 37781.1 39326.6 1.000 1.000 19379.7 83750.0 23.1 UKOOA 842 18890.6 1869.2 -0.0 37781.1 39326.6 1.000 1.000 20143.0 83750.0 24.1 UKOOA

842 18890.6 1869.2 0.0 37781.1 39326.6 1.000 1.000 20143.0 83750.0 24.1 UKOOA 843 18890.6 2405.3 -0.0 37781.1 39326.6 1.000 1.000 20502.1 83750.0 24.5 UKOOA

843 18890.6 2405.3 0.0 37781.1 39326.6 1.000 1.000 20502.1 83750.0 24.5 UKOOA 844 18890.6 1496.7 -0.0 37781.1 39326.6 1.000 1.000 19893.3 83750.0 23.8 UKOOA

844 18890.6 3837.4 0.0 45911.0 39326.6 2.564 2.938 21461.6 83750.0 25.6 UKOOA 845 18890.6 7531.1 -0.1 52813.1 39326.6 2.564 2.938 23936.4 83750.0 28.6 UKOOA

845 18890.6 7531.1 0.1 52813.1 39326.6 2.564 2.938 23936.4 83750.0 28.6 UKOOA 835 18890.6 2132.3 -0.1 42724.8 39326.6 2.564 2.938 20319.2 83750.0 24.3 UKOOA

835 18890.6 831.6 0.1 37781.1 39326.6 1.000 1.000 19447.8 83750.0 23.2 UKOOA 837 18890.6 3134.3 -0.1 37781.1 39326.6 1.000 1.000 20990.6 83750.0 25.1 UKOOA

837 18890.6 3134.3 0.1 37781.1 39326.6 1.000 1.000 20990.6 83750.0 25.1 UKOOA 846 18890.6 1615.6 -0.1 37781.1 39326.6 1.000 1.000 19973.0 83750.0 23.8 UKOOA

846 18890.6 1615.6 0.1 37781.1 39326.6 1.000 1.000 19973.0 83750.0 23.8 UKOOA 847 18890.6 1630.3 -0.1 37781.1 39326.6 1.000 1.000 19982.9 83750.0 23.9 UKOOA

847 18890.6 1630.3 0.1 37781.1 39326.6 1.000 1.000 19982.9 83750.0 23.9 UKOOA 848 18890.6 3158.7 -0.1 37781.1 39326.6 1.000 1.000 21006.9 83750.0 25.1 UKOOA

848 18890.6 3158.7 0.1 37781.1 39326.6 1.000 1.000 21006.9 83750.0 25.1 UKOOA


235

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

849 18890.6 814.0 -0.1 37781.1 39326.6 1.000 1.000 19436.0 83750.0 23.2 UKOOA

849 18890.6 2087.2 0.1 42640.4 39326.6 2.564 2.938 20289.0 83750.0 24.2 UKOOA 850 18890.6 7538.0 -0.2 52826.0 39326.6 2.564 2.938 23941.0 83750.0 28.6 UKOOA

850 18890.6 7538.0 0.2 52826.0 39326.6 2.564 2.938 23941.0 83750.0 28.6 UKOOA 836 18890.6 3890.6 -0.3 46010.4 39326.6 2.564 2.938 21497.3 83750.0 25.7 UKOOA

836 18890.6 1517.4 0.3 37781.1 39326.6 1.000 1.000 19907.2 83750.0 23.8 UKOOA 851 18890.6 2384.0 -0.3 37781.1 39326.6 1.000 1.000 20487.8 83750.0 24.5 UKOOA

851 18890.6 2384.0 0.3 37781.1 39326.6 1.000 1.000 20487.8 83750.0 24.5 UKOOA 852 18890.6 1863.7 -0.3 37781.1 39326.6 1.000 1.000 20139.2 83750.0 24.0 UKOOA

852 18890.6 1863.7 0.3 37781.1 39326.6 1.000 1.000 20139.2 83750.0 24.0 UKOOA 853 18890.6 742.4 -0.3 37781.1 39326.6 1.000 1.000 19388.0 83750.0 23.1 UKOOA

853 18890.6 742.4 0.3 37781.1 39326.6 1.000 1.000 19388.0 83750.0 23.1 UKOOA 854 18890.6 76.1 -0.3 37781.1 39326.6 1.000 1.000 18941.5 83750.0 22.6 UKOOA

854 18890.6 76.1 0.3 37781.1 39326.6 1.000 1.000 18941.5 83750.0 22.6 UKOOA 855 18890.6 22.1 -0.3 37781.1 39326.6 1.000 1.000 18905.4 83750.0 22.6 UKOOA

855 18890.6 22.1 0.3 37781.1 39326.6 1.000 1.000 18905.4 83750.0 22.6 UKOOA 840 18890.6 19.5 -0.3 37781.1 39326.6 2.300 2.300 18903.6 83750.0 22.6 UKOOA

840 18890.6 3.6 -0.0 37781.1 39326.6 1.000 1.000 18893.0 83750.0 22.6 UKOOA 856 18890.6 0.5 0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0 22.6 UKOOA

856 18890.6 0.5 -0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0 22.6 UKOOA 857 18890.6 5.4 0.0 37781.1 39326.6 1.000 1.000 18894.2 83750.0 22.6 UKOOA


236

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

857 18890.6 5.4 -0.0 37781.1 39326.6 1.000 1.000 18894.2 83750.0 22.6 UKOOA 139 18890.6 6.7 0.0 37781.1 39326.6 1.000 1.000 18895.1 83750.0 22.6 UKOOA

139 18890.6 6.7 -0.0 37781.1 39326.6 1.000 1.000 18895.1 83750.0 22.6 UKOOA 140 18890.6 18.8 0.0 37781.1 39326.6 1.000 1.000 18903.2 83750.0 22.6 UKOOA

840 18890.6 4.8 0.6 37781.1 39326.6 1.000 1.000 18893.8 83750.0 22.6 UKOOA 900 18890.6 8.1 -0.6 37781.1 39326.6 2.300 2.300 18896.0 83750.0 22.6 UKOOA

900 18890.6 1.9 0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0 22.6 UKOOA 901 18890.6 0.7 -0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0 22.6 UKOOA

901 18890.6 0.7 0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0 22.6 UKOOA 902 18890.6 1.8 -0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0 22.6 UKOOA

902 18890.6 1.8 0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0 22.6 UKOOA 903 18890.6 6.7 -0.0 37781.1 39326.6 1.000 1.000 18895.1 83750.0 22.6 UKOOA

903 18890.6 6.7 0.0 37781.1 39326.6 1.000 1.000 18895.1 83750.0 22.6 UKOOA 904 18890.6 27.1 -0.0 37781.1 39326.6 1.000 1.000 18908.7 83750.0 22.6 UKOOA

904 18890.6 27.1 0.0 37781.1 39326.6 1.000 1.000 18908.7 83750.0 22.6 UKOOA 910 18890.6 233.5 -0.0 37781.1 39326.6 2.300 2.300 19047.0 83750.0 22.7 UKOOA

910 18890.6 1164.5 0.0 37781.1 39326.6 1.000 1.000 19670.8 83750.0 23.5 UKOOA 911 18890.6 98.0 -0.0 37781.1 39326.6 1.000 1.000 18956.3 83750.0 22.6 UKOOA

911 18890.6 98.0 0.0 37781.1 39326.6 1.000 1.000 18956.3 83750.0 22.6 UKOOA 912 18890.6 462.5 -0.0 37781.1 39326.6 1.000 1.000 19200.5 83750.0 22.9 UKOOA


237

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

912 18890.6 462.5 0.0 37781.1 39326.6 1.000 1.000 19200.5 83750.0 22.9 UKOOA 913 18890.6 2827.3 -0.0 37781.1 39326.6 1.000 1.000 20784.9 83750.0 24.8 UKOOA

913 18890.6 2827.3 0.0 37781.1 39326.6 1.000 1.000 20784.9 83750.0 24.8 UKOOA 914 18890.6 4658.2 -0.0 37781.1 39326.6 1.000 1.000 22011.6 83750.0 26.3 UKOOA

914 18890.6 4658.2 0.0 37781.1 39326.6 1.000 1.000 22011.6 83750.0 26.3 UKOOA 915 18890.6 270.6 -0.0 37781.1 39326.6 1.000 1.000 19071.9 83750.0 22.8 UKOOA

915 18890.6 576.3 0.0 39572.5 39326.6 2.129 2.440 19276.7 83750.0 23.0 UKOOA 916 18890.6 8281.0 -0.0 54332.9 39326.6 2.129 2.440 24438.8 83750.0 29.2 UKOOA

916 18890.6 8281.0 0.0 54332.9 39326.6 2.129 2.440 24438.8 83750.0 29.2 UKOOA 920 18890.6 3710.2 -0.0 45576.3 39326.6 2.129 2.440 21376.4 83750.0 25.5 UKOOA

920 18890.6 1742.3 0.0 37781.1 39326.6 1.000 1.000 20057.9 83750.0 23.9 UKOOA 921 18890.6 3237.5 -0.0 37781.1 39326.6 1.000 1.000 21059.7 83750.0 25.1 UKOOA

921 18890.6 3237.5 0.0 37781.1 39326.6 1.000 1.000 21059.7 83750.0 25.1 UKOOA 922 18890.6 2465.6 -0.0 37781.1 39326.6 1.000 1.000 20542.5 83750.0 24.5 UKOOA

922 18890.6 2465.6 0.0 37781.1 39326.6 1.000 1.000 20542.5 83750.0 24.5 UKOOA 923 18890.6 962.2 -0.0 37781.1 39326.6 1.000 1.000 19535.2 83750.0 23.3 UKOOA

923 18890.6 962.2 0.0 37781.1 39326.6 1.000 1.000 19535.2 83750.0 23.3 UKOOA 924 18890.6 112.0 -0.0 37781.1 39326.6 1.000 1.000 18965.6 83750.0 22.6 UKOOA

924 18890.6 112.0 0.0 37781.1 39326.6 1.000 1.000 18965.6 83750.0 22.6 UKOOA 925 18890.6 39.8 -0.0 37781.1 39326.6 1.000 1.000 18917.3 83750.0 22.6 UKOOA

925 18890.6 39.8 0.0 37781.1 39326.6 1.000 1.000 18917.3 83750.0 22.6 UKOOA


238

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

926 18890.6 63.3 -0.0 37781.1 39326.6 1.000 1.000 18933.0 83750.0 22.6 UKOOA

926 18890.6 63.3 0.0 37781.1 39326.6 1.000 1.000 18933.0 83750.0 22.6 UKOOA 930 18890.6 492.3 -0.0 37781.1 39326.6 2.300 2.300 19220.4 83750.0 22.9 UKOOA

930 18890.6 52.9 -0.0 37781.1 39326.6 1.000 1.000 18926.0 83750.0 22.6 UKOOA 931 18890.6 20.7 0.0 37781.1 39326.6 1.000 1.000 18904.5 83750.0 22.6 UKOOA

931 18890.6 20.7 -0.0 37781.1 39326.6 1.000 1.000 18904.5 83750.0 22.6 UKOOA 932 18890.6 11.0 0.0 37781.1 39326.6 1.000 1.000 18897.9 83750.0 22.6 UKOOA

932 18890.6 11.0 -0.0 37781.1 39326.6 1.000 1.000 18897.9 83750.0 22.6 UKOOA 933 18890.6 23.8 0.0 37781.1 39326.6 1.000 1.000 18906.5 83750.0 22.6 UKOOA

933 18890.6 23.8 -0.0 37781.1 39326.6 1.000 1.000 18906.5 83750.0 22.6 UKOOA 934 18890.6 120.6 0.0 37781.1 39326.6 1.000 1.000 18971.4 83750.0 22.7 UKOOA

934 18890.6 120.6 -0.0 37781.1 39326.6 1.000 1.000 18971.4 83750.0 22.7 UKOOA 935 18890.6 1028.3 0.0 37781.1 39326.6 1.000 1.000 19579.5 83750.0 23.4 UKOOA

935 18890.6 1028.3 -0.0 37781.1 39326.6 1.000 1.000 19579.5 83750.0 23.4 UKOOA 936 18890.6 2745.3 0.0 37781.1 39326.6 1.000 1.000 20729.9 83750.0 24.8 UKOOA

936 18890.6 2745.3 -0.0 37781.1 39326.6 1.000 1.000 20729.9 83750.0 24.8 UKOOA 937 18890.6 3812.9 0.0 37781.1 39326.6 1.000 1.000 21445.2 83750.0 25.6 UKOOA

937 18890.6 3812.9 -0.0 37781.1 39326.6 1.000 1.000 21445.2 83750.0 25.6 UKOOA 938 18890.6 1274.1 0.0 37781.1 39326.6 1.000 1.000 19744.2 83750.0 23.6 UKOOA

938 18890.6 2713.1 -0.0 43666.1 39326.6 2.129 2.440 20708.4 83750.0 24.7 UKOOA 939 18890.6 8751.0 -0.0 55233.3 39326.6 2.129 2.440 24753.7 83750.0 29.6 UKOOA


239

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

939 18890.6 8751.0 0.0 55233.3 39326.6 2.129 2.440 24753.7 83750.0 29.6 UKOOA 940 18890.6 665.9 -0.0 39744.1 39326.6 2.129 2.440 19336.7 83750.0 23.1 UKOOA

940 18890.6 312.7 0.0 37781.1 39326.6 1.000 1.000 19100.1 83750.0 22.8 UKOOA 941 18890.6 4494.0 -0.0 37781.1 39326.6 1.000 1.000 21901.6 83750.0 26.2 UKOOA

941 18890.6 4494.0 0.0 37781.1 39326.6 1.000 1.000 21901.6 83750.0 26.2 UKOOA 942 18890.6 2992.1 -0.0 37781.1 39326.6 1.000 1.000 20895.3 83750.0 24.9 UKOOA

942 18890.6 2992.1 0.0 37781.1 39326.6 1.000 1.000 20895.3 83750.0 24.9 UKOOA 943 18890.6 1057.6 -0.0 37781.1 39326.6 1.000 1.000 19599.1 83750.0 23.4 UKOOA

943 18890.6 1057.6 0.0 37781.1 39326.6 1.000 1.000 19599.1 83750.0 23.4 UKOOA 944 18890.6 73.0 -0.0 37781.1 39326.6 1.000 1.000 18939.5 83750.0 22.6 UKOOA

944 18890.6 73.0 0.0 37781.1 39326.6 1.000 1.000 18939.5 83750.0 22.6 UKOOA 945 18890.6 148.5 -0.0 37781.1 39326.6 1.000 1.000 18990.1 83750.0 22.7 UKOOA

945 18890.6 148.5 0.0 37781.1 39326.6 1.000 1.000 18990.1 83750.0 22.7 UKOOA 950 18890.6 1540.7 -0.0 37781.1 39326.6 2.300 2.300 19922.8 83750.0 23.8 UKOOA

950 18890.6 118.5 0.0 37781.1 39326.6 1.000 1.000 18970.0 83750.0 22.7 UKOOA 951 18890.6 29.6 -0.0 37781.1 39326.6 1.000 1.000 18910.4 83750.0 22.6 UKOOA

951 18890.6 29.6 0.0 37781.1 39326.6 1.000 1.000 18910.4 83750.0 22.6 UKOOA 960 18890.6 24.2 -0.0 37781.1 39326.6 2.300 2.300 18906.8 83750.0 22.6 UKOOA

960 18890.6 4.8 -0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0 22.6 UKOOA 961 18890.6 1.8 0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0 22.6 UKOOA


240

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

961 18890.6 1.8 -0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0 22.6 UKOOA 962 18890.6 0.6 0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0 22.6 UKOOA

962 18890.6 0.6 -0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0 22.6 UKOOA 963 18890.6 0.3 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA

963 18890.6 0.3 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA 964 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0 22.6 UKOOA

964 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0 22.6 UKOOA 965 18890.6 11.9 0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA

965 18890.6 11.9 -0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA 966 18890.6 25.4 0.0 37781.1 39326.6 1.000 1.000 18907.6 83750.0 22.6 UKOOA

966 18890.6 25.4 -0.0 37781.1 39326.6 1.000 1.000 18907.6 83750.0 22.6 UKOOA 967 18890.6 24.4 0.0 37781.1 39326.6 1.000 1.000 18906.9 83750.0 22.6 UKOOA

967 18890.6 24.4 -0.0 37781.1 39326.6 1.000 1.000 18906.9 83750.0 22.6 UKOOA 969 18890.6 13.6 0.0 37781.1 39326.6 1.000 1.000 18899.7 83750.0 22.6 UKOOA

969 18890.6 13.6 -0.0 37781.1 39326.6 1.000 1.000 18899.7 83750.0 22.6 UKOOA 970 18890.6 48.6 0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

970 18890.6 48.6 -0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 980 18890.6 205.7 0.0 37781.1 39326.6 1.000 1.000 19028.4 83750.0 22.7 UKOOA

1000 18890.6 200.0 -0.0 37781.1 39326.6 1.000 1.000 19024.6 83750.0 22.7 UKOOA 1010 18890.6 196.3 0.0 37781.1 39326.6 1.000 1.000 19022.1 83750.0 22.7 UKOOA

1010 18890.6 196.3 -0.0 37781.1 39326.6 1.000 1.000 19022.1 83750.0 22.7 UKOOA


241

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1011 18890.6 186.9 0.0 37781.1 39326.6 1.000 1.000 19015.8 83750.0 22.7 UKOOA

1011 18890.6 186.9 -0.0 37781.1 39326.6 1.000 1.000 19015.8 83750.0 22.7 UKOOA 1012 18890.6 891.8 0.0 37781.1 39326.6 1.000 1.000 19488.0 83750.0 23.3 UKOOA

1012 18890.6 891.8 -0.0 37781.1 39326.6 1.000 1.000 19488.0 83750.0 23.3 UKOOA 1013 18890.6 1932.6 0.0 37781.1 39326.6 1.000 1.000 20185.4 83750.0 24.1 UKOOA

1013 18890.6 1932.6 -0.0 37781.1 39326.6 1.000 1.000 20185.4 83750.0 24.1 UKOOA 1014 18890.6 1763.7 0.0 37781.1 39326.6 1.000 1.000 20072.3 83750.0 24.0 UKOOA

1014 18890.6 1763.7 -0.0 37781.1 39326.6 1.000 1.000 20072.3 83750.0 24.0 UKOOA

82 18890.6 3254.9 0.0 37781.1 39326.6 1.000 1.000 21071.4 83750.0 25.2 UKOOA

82 18890.6 3254.9 -0.0 37781.1 39326.6 1.000 1.000 21071.4 83750.0 25.2 UKOOA 80 18890.6 8273.4 0.0 37781.1 39326.6 1.000 1.000 24433.7 83750.0 29.2 UKOOA

440 18890.6 117.7 -0.1 37781.1 39326.6 1.000 1.000 18969.4 83750.0 22.7 UKOOA 446 18890.6 45.6 0.1 37781.1 39326.6 1.000 1.000 18921.1 83750.0 22.6 UKOOA

446 18890.6 45.6 -0.1 37781.1 39326.6 1.000 1.000 18921.1 83750.0 22.6 UKOOA 447 18890.6 18.7 0.1 37781.1 39326.6 1.000 1.000 18903.1 83750.0 22.6 UKOOA

447 18890.6 18.7 -0.1 37781.1 39326.6 1.000 1.000 18903.1 83750.0 22.6 UKOOA 448 18890.6 12.0 0.1 37781.1 39326.6 1.000 1.000 18898.6 83750.0 22.6 UKOOA

448 18890.6 12.0 -0.1 37781.1 39326.6 1.000 1.000 18898.6 83750.0 22.6 UKOOA 449 18890.6 24.9 0.1 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA

449 18890.6 24.9 -0.1 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA 451 18890.6 23.0 0.1 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA


242

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

451 18890.6 23.0 -0.1 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA 1199 18890.6 12.8 0.1 37781.1 39326.6 1.000 1.000 18899.1 83750.0 22.6 UKOOA

1199 18890.6 12.8 -0.1 37781.1 39326.6 1.000 1.000 18899.1 83750.0 22.6 UKOOA 1200 18890.6 48.5 0.1 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

1200 18890.6 48.5 -0.1 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 1210 18890.6 199.4 0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0 22.7 UKOOA

1230 18890.6 199.4 -0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0 22.7 UKOOA 1240 18890.6 48.5 0.1 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

1240 18890.6 48.5 -0.1 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 1241 18890.6 22.9 0.1 37781.1 39326.6 1.000 1.000 18905.9 83750.0 22.6 UKOOA

1241 18890.6 22.9 -0.1 37781.1 39326.6 1.000 1.000 18905.9 83750.0 22.6 UKOOA 1242 18890.6 24.3 0.1 37781.1 39326.6 1.000 1.000 18906.9 83750.0 22.6 UKOOA

1242 18890.6 24.3 -0.1 37781.1 39326.6 1.000 1.000 18906.9 83750.0 22.6 UKOOA 1243 18890.6 11.4 0.1 37781.1 39326.6 1.000 1.000 18898.2 83750.0 22.6 UKOOA

1243 18890.6 11.4 -0.1 37781.1 39326.6 1.000 1.000 18898.2 83750.0 22.6 UKOOA 1244 18890.6 55.1 0.1 37781.1 39326.6 1.000 1.000 18927.5 83750.0 22.6 UKOOA

1244 18890.6 55.1 -0.1 37781.1 39326.6 1.000 1.000 18927.5 83750.0 22.6 UKOOA 1250 18890.6 865.3 0.1 37781.1 39326.6 2.300 2.300 19470.3 83750.0 23.2 UKOOA

1250 18890.6 62.3 0.0 37781.1 39326.6 1.000 1.000 18932.3 83750.0 22.6 UKOOA 1260 18890.6 24.2 -0.0 37781.1 39326.6 2.300 2.300 18906.8 83750.0 22.6 UKOOA


243

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1260 18890.6 16.6 -0.0 37781.1 39326.6 1.000 1.000 18901.7 83750.0 22.6 UKOOA 1261 18890.6 4.7 0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0 22.6 UKOOA

1261 18890.6 4.7 -0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0 22.6 UKOOA 1262 18890.6 2.1 0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0 22.6 UKOOA

1262 18890.6 2.1 -0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0 22.6 UKOOA 1263 18890.6 3.9 0.0 37781.1 39326.6 1.000 1.000 18893.2 83750.0 22.6 UKOOA

1263 18890.6 3.9 -0.0 37781.1 39326.6 1.000 1.000 18893.2 83750.0 22.6 UKOOA 1264 18890.6 13.3 0.0 37781.1 39326.6 1.000 1.000 18899.5 83750.0 22.6 UKOOA

1264 18890.6 13.3 -0.0 37781.1 39326.6 1.000 1.000 18899.5 83750.0 22.6 UKOOA 1270 18890.6 109.6 0.0 37781.1 39326.6 2.300 2.300 18964.0 83750.0 22.6 UKOOA

1270 18890.6 123.9 0.0 37781.1 39326.6 1.000 1.000 18973.6 83750.0 22.7 UKOOA 1280 18890.6 61.6 -0.0 37781.1 39326.6 1.000 1.000 18931.8 83750.0 22.6 UKOOA

1280 18890.6 61.6 0.0 37781.1 39326.6 1.000 1.000 18931.8 83750.0 22.6 UKOOA 1281 18890.6 125.2 -0.0 37781.1 39326.6 1.000 1.000 18974.4 83750.0 22.7 UKOOA

1281 18890.6 125.2 0.0 37781.1 39326.6 1.000 1.000 18974.4 83750.0 22.7 UKOOA 1282 18890.6 1040.4 -0.0 37781.1 39326.6 1.000 1.000 19587.6 83750.0 23.4 UKOOA

1282 18890.6 1040.4 0.0 37781.1 39326.6 1.000 1.000 19587.6 83750.0 23.4 UKOOA 1283 18890.6 2850.9 -0.0 37781.1 39326.6 1.000 1.000 20800.7 83750.0 24.8 UKOOA

1283 18890.6 2850.9 0.0 37781.1 39326.6 1.000 1.000 20800.7 83750.0 24.8 UKOOA 1284 18890.6 4106.1 -0.0 37781.1 39326.6 1.000 1.000 21641.6 83750.0 25.8 UKOOA

1284 18890.6 4106.1 0.0 37781.1 39326.6 1.000 1.000 21641.6 83750.0 25.8 UKOOA


244

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1285 18890.6 844.0 -0.0 37781.1 39326.6 1.000 1.000 19456.0 83750.0 23.2 UKOOA

1285 18890.6 1797.2 0.0 41911.5 39326.6 2.129 2.440 20094.7 83750.0 24.0 UKOOA 1286 18890.6 8725.6 -0.0 55184.8 39326.6 2.129 2.440 24736.7 83750.0 29.5 UKOOA

1286 18890.6 8725.6 0.0 55184.8 39326.6 2.129 2.440 24736.7 83750.0 29.5 UKOOA 1290 18890.6 1567.4 -0.0 41471.2 39326.6 2.129 2.440 19940.7 83750.0 23.8 UKOOA

1290 18890.6 736.0 0.0 37781.1 39326.6 1.000 1.000 19383.7 83750.0 23.1 UKOOA 1291 18890.6 4182.6 -0.0 37781.1 39326.6 1.000 1.000 21692.9 83750.0 25.9 UKOOA

1291 18890.6 4182.6 0.0 37781.1 39326.6 1.000 1.000 21692.9 83750.0 25.9 UKOOA 1292 18890.6 2873.1 -0.0 37781.1 39326.6 1.000 1.000 20815.5 83750.0 24.9 UKOOA

1292 18890.6 2873.1 0.0 37781.1 39326.6 1.000 1.000 20815.5 83750.0 24.9 UKOOA 1293 18890.6 1021.7 -0.0 37781.1 39326.6 1.000 1.000 19575.1 83750.0 23.4 UKOOA

1293 18890.6 1021.7 0.0 37781.1 39326.6 1.000 1.000 19575.1 83750.0 23.4 UKOOA 1294 18890.6 178.4 -0.0 37781.1 39326.6 1.000 1.000 19010.1 83750.0 22.7 UKOOA

1294 18890.6 178.4 0.0 37781.1 39326.6 1.000 1.000 19010.1 83750.0 22.7 UKOOA 1295 18890.6 72.3 -0.0 37781.1 39326.6 1.000 1.000 18939.0 83750.0 22.6 UKOOA

1295 18890.6 72.3 0.0 37781.1 39326.6 1.000 1.000 18939.0 83750.0 22.6 UKOOA 1300 18890.6 126.9 -0.0 37781.1 39326.6 1.000 1.000 18975.6 83750.0 22.7 UKOOA

1300 18890.6 126.9 0.0 37781.1 39326.6 1.000 1.000 18975.6 83750.0 22.7 UKOOA 1310 18890.6 770.2 -0.0 37781.1 39326.6 2.300 2.300 19406.6 83750.0 23.2 UKOOA

1310 18890.6 69.2 0.0 37781.1 39326.6 1.000 1.000 18936.9 83750.0 22.6 UKOOA 1311 18890.6 21.7 -0.0 37781.1 39326.6 1.000 1.000 18905.1 83750.0 22.6 UKOOA


245

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1311 18890.6 21.7 0.0 37781.1 39326.6 1.000 1.000 18905.1 83750.0 22.6 UKOOA 1313 18890.6 7.6 -0.0 37781.1 39326.6 1.000 1.000 18895.7 83750.0 22.6 UKOOA

1313 18890.6 7.6 0.0 37781.1 39326.6 1.000 1.000 18895.7 83750.0 22.6 UKOOA 1315 18890.6 2.4 -0.0 37781.1 39326.6 1.000 1.000 18892.2 83750.0 22.6 UKOOA

1315 18890.6 2.4 0.0 37781.1 39326.6 1.000 1.000 18892.2 83750.0 22.6 UKOOA 1317 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA

1317 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA 1321 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0 22.6 UKOOA

1321 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0 22.6 UKOOA 1322 18890.6 12.0 -0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0 22.6 UKOOA

1322 18890.6 12.0 0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0 22.6 UKOOA 1323 18890.6 25.5 -0.0 37781.1 39326.6 1.000 1.000 18907.6 83750.0 22.6 UKOOA

1323 18890.6 25.5 0.0 37781.1 39326.6 1.000 1.000 18907.6 83750.0 22.6 UKOOA 1324 18890.6 23.9 -0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.0 22.6 UKOOA

1324 18890.6 23.9 0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.0 22.6 UKOOA 1325 18890.6 12.2 -0.0 37781.1 39326.6 1.000 1.000 18898.8 83750.0 22.6 UKOOA

1325 18890.6 12.2 0.0 37781.1 39326.6 1.000 1.000 18898.8 83750.0 22.6 UKOOA 1312 18890.6 48.4 -0.0 37781.1 39326.6 1.000 1.000 18923.0 83750.0 22.6 UKOOA

1312 18890.6 48.4 0.0 37781.1 39326.6 1.000 1.000 18923.0 83750.0 22.6 UKOOA 1314 18890.6 194.1 -0.0 37781.1 39326.6 1.000 1.000 19020.6 83750.0 22.7 UKOOA


246

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1318 18890.6 195.9 0.0 37781.1 39326.6 1.000 1.000 19021.8 83750.0 22.7 UKOOA 1319 18890.6 48.3 -0.0 37781.1 39326.6 1.000 1.000 18922.9 83750.0 22.6 UKOOA

1319 18890.6 48.3 0.0 37781.1 39326.6 1.000 1.000 18922.9 83750.0 22.6 UKOOA 1326 18890.6 19.9 -0.0 37781.1 39326.6 1.000 1.000 18903.9 83750.0 22.6 UKOOA

1326 18890.6 19.9 0.0 37781.1 39326.6 1.000 1.000 18903.9 83750.0 22.6 UKOOA 1327 18890.6 22.7 -0.0 37781.1 39326.6 1.000 1.000 18905.8 83750.0 22.6 UKOOA

1327 18890.6 22.7 0.0 37781.1 39326.6 1.000 1.000 18905.8 83750.0 22.6 UKOOA 1328 18890.6 15.0 -0.0 37781.1 39326.6 1.000 1.000 18900.6 83750.0 22.6 UKOOA

1328 18890.6 15.0 0.0 37781.1 39326.6 1.000 1.000 18900.6 83750.0 22.6 UKOOA 1329 18890.6 66.7 -0.0 37781.1 39326.6 1.000 1.000 18935.3 83750.0 22.6 UKOOA

1329 18890.6 66.7 0.0 37781.1 39326.6 1.000 1.000 18935.3 83750.0 22.6 UKOOA 1320 18890.6 313.1 -0.0 37781.1 39326.6 1.000 1.000 19100.3 83750.0 22.8 UKOOA

1320 18890.6 313.1 0.0 37781.1 39326.6 1.000 1.000 19100.3 83750.0 22.8 UKOOA 1331 18890.6 330.6 -0.0 37781.1 39326.6 1.000 1.000 19112.1 83750.0 22.8 UKOOA

1331 18890.6 330.6 0.0 37781.1 39326.6 1.000 1.000 19112.1 83750.0 22.8 UKOOA 1330 18890.6 2241.1 -0.0 37781.1 39326.6 2.300 2.300 20392.1 83750.0 24.3 UKOOA

1330 18890.6 1241.5 -0.0 37781.1 39326.6 1.000 1.000 19722.4 83750.0 23.5 UKOOA 1332 18890.6 441.6 0.0 37781.1 39326.6 1.000 1.000 19186.4 83750.0 22.9 UKOOA

1332 18890.6 441.6 -0.0 37781.1 39326.6 1.000 1.000 19186.4 83750.0 22.9 UKOOA 1333 18890.6 61.9 0.0 37781.1 39326.6 1.000 1.000 18932.0 83750.0 22.6 UKOOA

1333 18890.6 61.9 -0.0 37781.1 39326.6 1.000 1.000 18932.0 83750.0 22.6 UKOOA


247

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1334 18890.6 831.3 0.0 37781.1 39326.6 1.000 1.000 19447.6 83750.0 23.2 UKOOA

1334 18890.6 831.3 -0.0 37781.1 39326.6 1.000 1.000 19447.6 83750.0 23.2 UKOOA 1335 18890.6 2135.7 0.0 37781.1 39326.6 1.000 1.000 20321.5 83750.0 24.3 UKOOA

1335 18890.6 2135.7 -0.0 37781.1 39326.6 1.000 1.000 20321.5 83750.0 24.3 UKOOA 1336 18890.6 2912.4 0.0 37781.1 39326.6 1.000 1.000 20841.8 83750.0 24.9 UKOOA

1336 18890.6 2912.4 -0.0 37781.1 39326.6 1.000 1.000 20841.8 83750.0 24.9 UKOOA 1337 18890.6 1182.5 0.0 37781.1 39326.6 1.000 1.000 19682.9 83750.0 23.5 UKOOA

1337 18890.6 2518.2 -0.0 43292.6 39326.6 2.129 2.440 20577.7 83750.0 24.6 UKOOA 1338 18890.6 7002.0 0.0 51882.6 39326.6 2.129 2.440 23581.9 83750.0 28.2 UKOOA

1338 18890.6 7002.0 -0.0 51882.6 39326.6 2.129 2.440 23581.9 83750.0 28.2 UKOOA 1340 18890.6 162.3 -0.0 38779.4 39326.6 2.129 2.440 18999.3 83750.0 22.7 UKOOA

1340 18890.6 76.2 0.0 37781.1 39326.6 1.000 1.000 18941.6 83750.0 22.6 UKOOA 1341 18890.6 3695.7 -0.0 37781.1 39326.6 1.000 1.000 21366.7 83750.0 25.5 UKOOA

1341 18890.6 3695.7 0.0 37781.1 39326.6 1.000 1.000 21366.7 83750.0 25.5 UKOOA 1351 18890.6 2400.6 -0.0 37781.1 39326.6 1.000 1.000 20499.0 83750.0 24.5 UKOOA

1351 18890.6 2400.6 0.0 37781.1 39326.6 1.000 1.000 20499.0 83750.0 24.5 UKOOA 1352 18890.6 793.9 -0.0 37781.1 39326.6 1.000 1.000 19422.5 83750.0 23.2 UKOOA

1352 18890.6 793.9 0.0 37781.1 39326.6 1.000 1.000 19422.5 83750.0 23.2 UKOOA 1353 18890.6 55.7 -0.0 37781.1 39326.6 1.000 1.000 18927.9 83750.0 22.6 UKOOA

1353 18890.6 55.7 0.0 37781.1 39326.6 1.000 1.000 18927.9 83750.0 22.6 UKOOA 1354 18890.6 138.9 -0.0 37781.1 39326.6 1.000 1.000 18983.6 83750.0 22.7 UKOOA


248

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1354 18890.6 138.9 0.0 37781.1 39326.6 1.000 1.000 18983.6 83750.0 22.7 UKOOA 1355 18890.6 78.4 -0.0 37781.1 39326.6 1.000 1.000 18943.1 83750.0 22.6 UKOOA

1355 18890.6 78.4 0.0 37781.1 39326.6 1.000 1.000 18943.1 83750.0 22.6 UKOOA 1356 18890.6 53.7 -0.0 37781.1 39326.6 1.000 1.000 18926.6 83750.0 22.6 UKOOA

1356 18890.6 53.7 0.0 37781.1 39326.6 1.000 1.000 18926.6 83750.0 22.6 UKOOA 1342 18890.6 56.9 -0.0 37781.1 39326.6 1.000 1.000 18928.7 83750.0 22.6 UKOOA

1342 18890.6 56.9 0.0 37781.1 39326.6 1.000 1.000 18928.7 83750.0 22.6 UKOOA 1343 18890.6 194.1 -0.0 37781.1 39326.6 1.000 1.000 19020.6 83750.0 22.7 UKOOA

1345 18890.6 196.5 0.0 37781.1 39326.6 1.000 1.000 19022.2 83750.0 22.7 UKOOA 1346 18890.6 65.4 -0.0 37781.1 39326.6 1.000 1.000 18934.4 83750.0 22.6 UKOOA

1346 18890.6 65.4 0.0 37781.1 39326.6 1.000 1.000 18934.4 83750.0 22.6 UKOOA 1357 18890.6 21.0 -0.0 37781.1 39326.6 1.000 1.000 18904.6 83750.0 22.6 UKOOA

1357 18890.6 21.0 0.0 37781.1 39326.6 1.000 1.000 18904.6 83750.0 22.6 UKOOA 1358 18890.6 125.4 -0.0 37781.1 39326.6 1.000 1.000 18974.6 83750.0 22.7 UKOOA

1358 18890.6 125.4 0.0 37781.1 39326.6 1.000 1.000 18974.6 83750.0 22.7 UKOOA 1347 18890.6 1137.2 -0.0 37781.1 39326.6 2.300 2.300 19652.5 83750.0 23.5 UKOOA

1347 18890.6 307.1 -0.0 37781.1 39326.6 1.000 1.000 19096.3 83750.0 22.8 UKOOA 1348 18890.6 129.2 0.0 37781.1 39326.6 1.000 1.000 18977.2 83750.0 22.7 UKOOA

1348 18890.6 129.2 -0.0 37781.1 39326.6 1.000 1.000 18977.2 83750.0 22.7 UKOOA 1349 18890.6 546.1 0.0 37781.1 39326.6 1.000 1.000 19256.4 83750.0 23.0 UKOOA


249

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1349 18890.6 546.1 -0.0 37781.1 39326.6 1.000 1.000 19256.4 83750.0 23.0 UKOOA 1359 18890.6 2211.8 0.0 37781.1 39326.6 1.000 1.000 20372.4 83750.0 24.3 UKOOA

1359 18890.6 2211.8 -0.0 37781.1 39326.6 1.000 1.000 20372.4 83750.0 24.3 UKOOA 1361 18890.6 3515.2 0.0 37781.1 39326.6 1.000 1.000 21245.7 83750.0 25.4 UKOOA

1361 18890.6 3515.2 -0.0 37781.1 39326.6 1.000 1.000 21245.7 83750.0 25.4 UKOOA 1362 18890.6 28.4 0.0 37781.1 39326.6 1.000 1.000 18909.6 83750.0 22.6 UKOOA

1362 18890.6 60.5 -0.0 38584.3 39326.6 2.129 2.440 18931.1 83750.0 22.6 UKOOA 1363 18890.6 6516.2 0.0 50951.9 39326.6 2.129 2.440 23256.4 83750.0 27.8 UKOOA

1363 18890.6 6516.2 -0.0 50951.9 39326.6 2.129 2.440 23256.4 83750.0 27.8 UKOOA 1350 18890.6 2505.0 0.0 43267.4 39326.6 2.129 2.440 20568.9 83750.0 24.6 UKOOA

1350 18890.6 1176.3 -0.0 37781.1 39326.6 1.000 1.000 19678.7 83750.0 23.5 UKOOA 1364 18890.6 2650.9 0.0 37781.1 39326.6 1.000 1.000 20666.7 83750.0 24.7 UKOOA

1364 18890.6 2650.9 -0.0 37781.1 39326.6 1.000 1.000 20666.7 83750.0 24.7 UKOOA 1365 18890.6 1888.0 0.0 37781.1 39326.6 1.000 1.000 20155.5 83750.0 24.1 UKOOA

1365 18890.6 1888.0 -0.0 37781.1 39326.6 1.000 1.000 20155.5 83750.0 24.1 UKOOA 1366 18890.6 533.8 0.0 37781.1 39326.6 1.000 1.000 19248.2 83750.0 23.0 UKOOA

1366 18890.6 533.8 -0.0 37781.1 39326.6 1.000 1.000 19248.2 83750.0 23.0 UKOOA 1367 18890.6 342.0 0.0 37781.1 39326.6 1.000 1.000 19119.7 83750.0 22.8 UKOOA

1367 18890.6 342.0 -0.0 37781.1 39326.6 1.000 1.000 19119.7 83750.0 22.8 UKOOA 1360 18890.6 6588.6 0.0 37781.1 39326.6 2.300 2.300 23304.9 83750.0 27.8 UKOOA

1360 18890.6 370.4 0.0 37781.1 39326.6 1.000 1.000 19138.7 83750.0 22.9 UKOOA


250

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1370 18890.6 135.5 -0.0 37781.1 39326.6 1.000 1.000 18981.4 83750.0 22.7 UKOOA

1370 18890.6 135.5 0.0 37781.1 39326.6 1.000 1.000 18981.4 83750.0 22.7 UKOOA 1371 18890.6 44.2 -0.0 37781.1 39326.6 1.000 1.000 18920.2 83750.0 22.6 UKOOA

1371 18890.6 44.2 0.0 37781.1 39326.6 1.000 1.000 18920.2 83750.0 22.6 UKOOA 1372 18890.6 97.6 -0.0 37781.1 39326.6 1.000 1.000 18956.0 83750.0 22.6 UKOOA

1372 18890.6 97.6 0.0 37781.1 39326.6 1.000 1.000 18956.0 83750.0 22.6 UKOOA 1373 18890.6 781.0 -0.0 37781.1 39326.6 1.000 1.000 19413.9 83750.0 23.2 UKOOA

1373 18890.6 781.0 0.0 37781.1 39326.6 1.000 1.000 19413.9 83750.0 23.2 UKOOA 1374 18890.6 2032.7 -0.0 37781.1 39326.6 1.000 1.000 20252.5 83750.0 24.2 UKOOA

1374 18890.6 2032.7 0.0 37781.1 39326.6 1.000 1.000 20252.5 83750.0 24.2 UKOOA 1379 18890.6 2717.2 -0.0 37781.1 39326.6 1.000 1.000 20711.1 83750.0 24.7 UKOOA

1379 18890.6 2717.2 0.0 37781.1 39326.6 1.000 1.000 20711.1 83750.0 24.7 UKOOA 1381 18890.6 1287.2 -0.0 37781.1 39326.6 1.000 1.000 19753.0 83750.0 23.6 UKOOA

1381 18890.6 3300.5 0.0 44907.6 39326.6 2.564 2.938 21101.9 83750.0 25.2 UKOOA 1382 18890.6 7636.3 0.0 53009.7 39326.6 2.564 2.938 24006.9 83750.0 28.7 UKOOA

1382 18890.6 7636.3 -0.0 53009.7 39326.6 2.564 2.938 24006.9 83750.0 28.7 UKOOA 1375 18890.6 2744.6 0.0 43868.9 39326.6 2.564 2.938 20729.4 83750.0 24.8 UKOOA

1375 18890.6 1070.4 -0.0 37781.1 39326.6 1.000 1.000 19607.8 83750.0 23.4 UKOOA 1377 18890.6 2957.9 0.0 37781.1 39326.6 1.000 1.000 20872.4 83750.0 24.9 UKOOA

1377 18890.6 2957.9 -0.0 37781.1 39326.6 1.000 1.000 20872.4 83750.0 24.9 UKOOA 1378 18890.6 1669.8 0.0 37781.1 39326.6 1.000 1.000 20009.3 83750.0 23.9 UKOOA


251

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1378 18890.6 1669.8 -0.0 37781.1 39326.6 1.000 1.000 20009.3 83750.0 23.9 UKOOA 1383 18890.6 2042.7 0.0 37781.1 39326.6 1.000 1.000 20259.2 83750.0 24.2 UKOOA

1383 18890.6 2042.7 -0.0 37781.1 39326.6 1.000 1.000 20259.2 83750.0 24.2 UKOOA 1384 18890.6 3613.5 0.0 37781.1 39326.6 1.000 1.000 21311.6 83750.0 25.4 UKOOA

1384 18890.6 3613.5 -0.0 37781.1 39326.6 1.000 1.000 21311.6 83750.0 25.4 UKOOA 1385 18890.6 584.8 0.0 37781.1 39326.6 1.000 1.000 19282.3 83750.0 23.0 UKOOA

1385 18890.6 1499.3 -0.0 41541.9 39326.6 2.564 2.938 19895.1 83750.0 23.8 UKOOA 1386 18890.6 7799.9 0.0 53315.4 39326.6 2.564 2.938 24116.5 83750.0 28.8 UKOOA

1386 18890.6 7799.9 -0.0 53315.4 39326.6 2.564 2.938 24116.5 83750.0 28.8 UKOOA 1376 18890.6 4707.8 0.0 47537.3 39326.6 2.564 2.938 22044.8 83750.0 26.3 UKOOA

1376 18890.6 1836.1 -0.0 37781.1 39326.6 1.000 1.000 20120.8 83750.0 24.0 UKOOA 1387 18890.6 2138.7 0.0 37781.1 39326.6 1.000 1.000 20323.5 83750.0 24.3 UKOOA

1387 18890.6 2138.7 -0.0 37781.1 39326.6 1.000 1.000 20323.5 83750.0 24.3 UKOOA 1388 18890.6 1768.2 0.0 37781.1 39326.6 1.000 1.000 20075.3 83750.0 24.0 UKOOA

1388 18890.6 1768.2 -0.0 37781.1 39326.6 1.000 1.000 20075.3 83750.0 24.0 UKOOA 1389 18890.6 729.9 0.0 37781.1 39326.6 1.000 1.000 19379.6 83750.0 23.1 UKOOA

1389 18890.6 729.9 -0.0 37781.1 39326.6 1.000 1.000 19379.6 83750.0 23.1 UKOOA 1391 18890.6 70.0 0.0 37781.1 39326.6 1.000 1.000 18937.5 83750.0 22.6 UKOOA

1391 18890.6 70.0 -0.0 37781.1 39326.6 1.000 1.000 18937.5 83750.0 22.6 UKOOA 1392 18890.6 12.6 0.0 37781.1 39326.6 1.000 1.000 18899.0 83750.0 22.6 UKOOA


252

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1392 18890.6 12.6 -0.0 37781.1 39326.6 1.000 1.000 18899.0 83750.0 22.6 UKOOA 1393 18890.6 2.7 0.0 37781.1 39326.6 1.000 1.000 18892.4 83750.0 22.6 UKOOA

1393 18890.6 2.7 -0.0 37781.1 39326.6 1.000 1.000 18892.4 83750.0 22.6 UKOOA 1394 18890.6 1.4 0.0 37781.1 39326.6 1.000 1.000 18891.5 83750.0 22.6 UKOOA

1394 18890.6 1.4 -0.0 37781.1 39326.6 1.000 1.000 18891.5 83750.0 22.6 UKOOA 1395 18890.6 3.9 0.0 37781.1 39326.6 1.000 1.000 18893.2 83750.0 22.6 UKOOA

1395 18890.6 3.9 -0.0 37781.1 39326.6 1.000 1.000 18893.2 83750.0 22.6 UKOOA 1396 18890.6 14.1 0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0 22.6 UKOOA

1396 18890.6 14.1 -0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0 22.6 UKOOA 1397 18890.6 60.4 0.0 37781.1 39326.6 1.000 1.000 18931.0 83750.0 22.6 UKOOA

1397 18890.6 60.4 -0.0 37781.1 39326.6 1.000 1.000 18931.0 83750.0 22.6 UKOOA 1380 18890.6 523.0 0.0 37781.1 39326.6 2.300 2.300 19241.0 83750.0 23.0 UKOOA

1380 18890.6 999.5 -0.1 37781.1 39326.6 1.000 1.000 19560.2 83750.0 23.4 UKOOA 1398 18890.6 410.6 0.1 37781.1 39326.6 1.000 1.000 19165.6 83750.0 22.9 UKOOA

1398 18890.6 410.6 -0.1 37781.1 39326.6 1.000 1.000 19165.6 83750.0 22.9 UKOOA 1399 18890.6 54.1 0.1 37781.1 39326.6 1.000 1.000 18926.8 83750.0 22.6 UKOOA

1399 18890.6 54.1 -0.1 37781.1 39326.6 1.000 1.000 18926.8 83750.0 22.6 UKOOA 1401 18890.6 29.3 0.1 37781.1 39326.6 1.000 1.000 18910.2 83750.0 22.6 UKOOA

1401 18890.6 29.3 -0.1 37781.1 39326.6 1.000 1.000 18910.2 83750.0 22.6 UKOOA 1402 18890.6 28.4 0.1 37781.1 39326.6 1.000 1.000 18909.6 83750.0 22.6 UKOOA

1402 18890.6 28.4 -0.1 37781.1 39326.6 1.000 1.000 18909.6 83750.0 22.6 UKOOA


253

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1403 18890.6 16.8 0.1 37781.1 39326.6 1.000 1.000 18901.8 83750.0 22.6 UKOOA

1403 18890.6 16.8 -0.1 37781.1 39326.6 1.000 1.000 18901.8 83750.0 22.6 UKOOA 1390 18890.6 112.3 0.1 37781.1 39326.6 2.300 2.300 18965.8 83750.0 22.6 UKOOA

1390 18890.6 48.8 -0.1 37781.1 39326.6 1.000 1.000 18923.3 83750.0 22.6 UKOOA 1400 18890.6 198.0 0.1 37781.1 39326.6 1.000 1.000 19023.2 83750.0 22.7 UKOOA

1420 18890.6 198.4 -0.1 37781.1 39326.6 1.000 1.000 19023.5 83750.0 22.7 UKOOA 1430 18890.6 51.3 0.1 37781.1 39326.6 1.000 1.000 18925.0 83750.0 22.6 UKOOA

1430 18890.6 51.3 -0.1 37781.1 39326.6 1.000 1.000 18925.0 83750.0 22.6 UKOOA 1431 18890.6 914.9 0.1 37781.1 39326.6 1.000 1.000 19503.6 83750.0 23.3 UKOOA

1431 18890.6 914.9 -0.1 37781.1 39326.6 1.000 1.000 19503.6 83750.0 23.3 UKOOA 1432 18890.6 2440.6 0.1 37781.1 39326.6 1.000 1.000 20525.8 83750.0 24.5 UKOOA

1432 18890.6 2440.6 -0.1 37781.1 39326.6 1.000 1.000 20525.8 83750.0 24.5 UKOOA 1433 18890.6 2687.0 0.1 37781.1 39326.6 1.000 1.000 20690.9 83750.0 24.7 UKOOA

1433 18890.6 5721.9 -0.1 49430.4 39326.6 2.129 2.440 22724.3 83750.0 27.1 UKOOA 1434 18890.6 7352.0 -0.3 52553.1 39326.6 2.129 2.440 23816.4 83750.0 28.4 UKOOA

1434 18890.6 7352.0 0.3 52553.1 39326.6 2.129 2.440 23816.4 83750.0 28.4 UKOOA 1440 18890.6 2971.6 0.1 44161.3 39326.6 2.129 2.440 20881.5 83750.0 24.9 UKOOA

1440 18890.6 1395.4 -0.1 37781.1 39326.6 1.000 1.000 19825.5 83750.0 23.7 UKOOA 1441 18890.6 4889.8 0.1 37781.1 39326.6 1.000 1.000 22166.7 83750.0 26.5 UKOOA

1441 18890.6 4889.8 -0.1 37781.1 39326.6 1.000 1.000 22166.7 83750.0 26.5 UKOOA 1442 18890.6 2874.3 0.1 37781.1 39326.6 1.000 1.000 20816.3 83750.0 24.9 UKOOA


254

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1442 18890.6 2874.3 -0.1 37781.1 39326.6 1.000 1.000 20816.3 83750.0 24.9 UKOOA 1443 18890.6 830.1 0.1 37781.1 39326.6 1.000 1.000 19446.7 83750.0 23.2 UKOOA

1443 18890.6 830.1 -0.1 37781.1 39326.6 1.000 1.000 19446.7 83750.0 23.2 UKOOA 1444 18890.6 208.2 0.1 37781.1 39326.6 1.000 1.000 19030.1 83750.0 22.7 UKOOA

1444 18890.6 208.2 -0.1 37781.1 39326.6 1.000 1.000 19030.1 83750.0 22.7 UKOOA 1445 18890.6 235.6 0.1 37781.1 39326.6 1.000 1.000 19048.4 83750.0 22.7 UKOOA

1445 18890.6 235.6 -0.1 37781.1 39326.6 1.000 1.000 19048.4 83750.0 22.7 UKOOA 1446 18890.6 744.9 0.1 37781.1 39326.6 1.000 1.000 19389.7 83750.0 23.2 UKOOA

1446 18890.6 744.9 -0.1 37781.1 39326.6 1.000 1.000 19389.7 83750.0 23.2 UKOOA 1447 18890.6 2911.6 0.1 37781.1 39326.6 1.000 1.000 20841.4 83750.0 24.9 UKOOA

1447 18890.6 2911.6 -0.1 37781.1 39326.6 1.000 1.000 20841.4 83750.0 24.9 UKOOA 1448 18890.6 5406.8 0.1 37781.1 39326.6 1.000 1.000 22513.1 83750.0 26.9 UKOOA

1448 18890.6 5406.8 -0.1 37781.1 39326.6 1.000 1.000 22513.1 83750.0 26.9 UKOOA 1449 18890.6 2874.3 0.1 37781.1 39326.6 1.000 1.000 20816.4 83750.0 24.9 UKOOA

1449 18890.6 7369.7 -0.1 52511.6 39326.6 2.564 2.938 23828.3 83750.0 28.5 UKOOA 1451 18890.6 3770.6 0.1 45786.2 39326.6 2.564 2.938 21416.9 83750.0 25.6 UKOOA

1451 18890.6 3770.6 -0.1 45786.2 39326.6 2.564 2.938 21416.9 83750.0 25.6 UKOOA 1450 18890.6 3369.7 0.2 45036.9 39326.6 2.564 2.938 21148.2 83750.0 25.3 UKOOA

1450 18890.6 1314.2 -0.2 37781.1 39326.6 1.000 1.000 19771.1 83750.0 23.6 UKOOA 1452 18890.6 2435.6 0.2 37781.1 39326.6 1.000 1.000 20522.4 83750.0 24.5 UKOOA


255

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1452 18890.6 2435.6 -0.2 37781.1 39326.6 1.000 1.000 20522.4 83750.0 24.5 UKOOA 1453 18890.6 1855.6 0.2 37781.1 39326.6 1.000 1.000 20133.8 83750.0 24.0 UKOOA

1453 18890.6 1855.6 -0.2 37781.1 39326.6 1.000 1.000 20133.8 83750.0 24.0 UKOOA 1454 18890.6 724.8 0.2 37781.1 39326.6 1.000 1.000 19376.2 83750.0 23.1 UKOOA

1454 18890.6 724.8 -0.2 37781.1 39326.6 1.000 1.000 19376.2 83750.0 23.1 UKOOA 1455 18890.6 80.8 0.2 37781.1 39326.6 1.000 1.000 18944.7 83750.0 22.6 UKOOA

1455 18890.6 80.8 -0.2 37781.1 39326.6 1.000 1.000 18944.7 83750.0 22.6 UKOOA 1456 18890.6 21.4 0.2 37781.1 39326.6 1.000 1.000 18904.9 83750.0 22.6 UKOOA

1456 18890.6 21.4 -0.2 37781.1 39326.6 1.000 1.000 18904.9 83750.0 22.6 UKOOA 1457 18890.6 18.7 0.2 37781.1 39326.6 1.000 1.000 18903.1 83750.0 22.6 UKOOA

1457 18890.6 18.7 -0.2 37781.1 39326.6 1.000 1.000 18903.1 83750.0 22.6 UKOOA 538 18890.6 1.3 0.2 37781.1 39326.6 1.000 1.000 18891.4 83750.0 22.6 UKOOA

538 18890.6 1.3 -0.2 37781.1 39326.6 1.000 1.000 18891.4 83750.0 22.6 UKOOA 490 18890.6 21.3 0.2 37781.1 39326.6 1.000 1.000 18904.8 83750.0 22.6 UKOOA

145 18890.6 104.3 3.5 37781.1 39326.6 1.000 1.000 18960.5 83750.0 22.6 UKOOA 166 18890.6 732.4 -3.5 37781.1 39326.6 1.000 1.000 19381.3 83750.0 23.1 UKOOA

166 18890.6 732.4 3.5 37781.1 39326.6 1.000 1.000 19381.3 83750.0 23.1 UKOOA 167 18890.6 1409.6 -3.5 37781.1 39326.6 1.000 1.000 19835.0 83750.0 23.7 UKOOA

167 18890.6 3001.7 3.5 44219.0 39326.6 2.129 2.440 20901.7 83750.0 25.0 UKOOA 168 18890.6 692.4 -1.6 39794.8 39326.6 2.129 2.440 19354.5 83750.0 23.1 UKOOA

168 18890.6 692.4 1.6 39794.8 39326.6 2.129 2.440 19354.5 83750.0 23.1 UKOOA


256

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

2145 18890.6 2798.6 0.0 43829.9 39326.6 2.129 2.440 20765.6 83750.0 24.8 UKOOA

2145 18890.6 1314.2 -0.0 37781.1 39326.6 1.000 1.000 19771.1 83750.0 23.6 UKOOA 2154 18890.6 818.1 0.0 37781.1 39326.6 1.000 1.000 19438.7 83750.0 23.2 UKOOA

2154 18890.6 818.1 0.0 37781.1 39326.6 1.000 1.000 19438.7 83750.0 23.2 UKOOA 2155 18890.6 130.1 0.0 37781.1 39326.6 1.000 1.000 18977.7 83750.0 22.7 UKOOA

210 18890.6 2571.7 0.0 37781.1 39326.6 1.000 1.000 20613.6 83750.0 24.6 UKOOA 214 18890.6 777.9 -0.0 37781.1 39326.6 1.000 1.000 19411.7 83750.0 23.2 UKOOA

214 18890.6 777.9 0.0 37781.1 39326.6 1.000 1.000 19411.7 83750.0 23.2 UKOOA 215 18890.6 1030.9 -0.0 37781.1 39326.6 1.000 1.000 19581.3 83750.0 23.4 UKOOA

215 18890.6 1030.9 0.0 37781.1 39326.6 1.000 1.000 19581.3 83750.0 23.4 UKOOA 216 18890.6 525.2 -0.0 37781.1 39326.6 1.000 1.000 19242.5 83750.0 23.0 UKOOA

216 18890.6 525.2 0.0 37781.1 39326.6 1.000 1.000 19242.5 83750.0 23.0 UKOOA 217 18890.6 31.3 -0.0 37781.1 39326.6 1.000 1.000 18911.5 83750.0 22.6 UKOOA

217 18890.6 31.3 0.0 37781.1 39326.6 1.000 1.000 18911.5 83750.0 22.6 UKOOA 218 18890.6 7.4 -0.0 37781.1 39326.6 1.000 1.000 18895.5 83750.0 22.6 UKOOA

218 18890.6 7.4 0.0 37781.1 39326.6 1.000 1.000 18895.5 83750.0 22.6 UKOOA 221 18890.6 2.2 -0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0 22.6 UKOOA

221 18890.6 2.2 0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0 22.6 UKOOA 222 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0 22.6 UKOOA

222 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0 22.6 UKOOA 223 18890.6 14.0 -0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0 22.6 UKOOA


257

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

223 18890.6 14.0 0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0 22.6 UKOOA 224 18890.6 15.1 -0.0 37781.1 39326.6 1.000 1.000 18900.7 83750.0 22.6 UKOOA

224 18890.6 15.1 0.0 37781.1 39326.6 1.000 1.000 18900.7 83750.0 22.6 UKOOA 225 18890.6 18.3 -0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA

225 18890.6 18.3 0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA 2209 18890.6 75.7 -0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0 22.6 UKOOA

2209 18890.6 75.7 0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0 22.6 UKOOA 2210 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0 22.7 UKOOA

270 18890.6 385.1 0.0 37781.1 39326.6 1.000 1.000 19148.6 83750.0 22.9 UKOOA 301 18890.6 572.6 -0.0 37781.1 39326.6 1.000 1.000 19274.2 83750.0 23.0 UKOOA

301 18890.6 572.6 0.0 37781.1 39326.6 1.000 1.000 19274.2 83750.0 23.0 UKOOA 302 18890.6 309.1 -0.0 37781.1 39326.6 1.000 1.000 19097.6 83750.0 22.8 UKOOA

302 18890.6 309.1 0.0 37781.1 39326.6 1.000 1.000 19097.6 83750.0 22.8 UKOOA 3269 18890.6 172.0 -0.0 37781.1 39326.6 1.000 1.000 19005.8 83750.0 22.7 UKOOA

3269 18890.6 172.0 0.0 37781.1 39326.6 1.000 1.000 19005.8 83750.0 22.7 UKOOA 3270 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0 22.7 UKOOA

350 18890.6 34.3 -2.2 37781.1 39326.6 1.000 1.000 18913.5 83750.0 22.6 UKOOA 419 18890.6 566.2 2.2 37781.1 39326.6 1.000 1.000 19269.9 83750.0 23.0 UKOOA

419 18890.6 566.2 -2.2 37781.1 39326.6 1.000 1.000 19269.9 83750.0 23.0 UKOOA 421 18890.6 1373.7 2.2 37781.1 39326.6 1.000 1.000 19811.0 83750.0 23.7 UKOOA


258

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

421 18890.6 2925.3 -2.2 44072.7 39326.6 2.129 2.440 20850.5 83750.0 24.9 UKOOA 422 18890.6 666.0 0.8 39744.3 39326.6 2.129 2.440 19336.8 83750.0 23.1 UKOOA

422 18890.6 666.0 -0.8 39744.3 39326.6 2.129 2.440 19336.8 83750.0 23.1 UKOOA 3350 18890.6 2817.9 -0.0 43866.9 39326.6 2.129 2.440 20778.6 83750.0 24.8 UKOOA

3350 18890.6 1323.3 0.0 37781.1 39326.6 1.000 1.000 19777.2 83750.0 23.6 UKOOA 3359 18890.6 823.8 -0.0 37781.1 39326.6 1.000 1.000 19442.5 83750.0 23.2 UKOOA

3359 18890.6 823.8 0.0 37781.1 39326.6 1.000 1.000 19442.5 83750.0 23.2 UKOOA 3360 18890.6 130.5 -0.0 37781.1 39326.6 1.000 1.000 18978.0 83750.0 22.7 UKOOA

370 18890.6 19.6 -2.2 37781.1 39326.6 1.000 1.000 18903.7 83750.0 22.6 UKOOA 423 18890.6 621.0 2.2 37781.1 39326.6 1.000 1.000 19306.6 83750.0 23.1 UKOOA

423 18890.6 621.0 -2.2 37781.1 39326.6 1.000 1.000 19306.6 83750.0 23.1 UKOOA 424 18890.6 1401.7 2.2 37781.1 39326.6 1.000 1.000 19829.7 83750.0 23.7 UKOOA

424 18890.6 2984.9 -2.2 44186.8 39326.6 2.129 2.440 20890.4 83750.0 24.9 UKOOA 425 18890.6 688.3 0.8 39786.9 39326.6 2.129 2.440 19351.7 83750.0 23.1 UKOOA

425 18890.6 688.3 -0.8 39786.9 39326.6 2.129 2.440 19351.7 83750.0 23.1 UKOOA 4370 18890.6 2812.6 -0.0 43856.8 39326.6 2.129 2.440 20775.0 83750.0 24.8 UKOOA

4370 18890.6 1320.8 0.0 37781.1 39326.6 1.000 1.000 19775.5 83750.0 23.6 UKOOA 4379 18890.6 822.3 -0.0 37781.1 39326.6 1.000 1.000 19441.5 83750.0 23.2 UKOOA

4379 18890.6 822.3 0.0 37781.1 39326.6 1.000 1.000 19441.5 83750.0 23.2 UKOOA 4380 18890.6 130.5 -0.0 37781.1 39326.6 1.000 1.000 18978.0 83750.0 22.7 UKOOA

580 18890.6 18.3 0.0 37781.1 39326.6 1.000 1.000 18902.8 83750.0 22.6 UKOOA


259

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

581 18890.6 32.5 -0.0 37781.1 39326.6 1.000 1.000 18912.4 83750.0 22.6 UKOOA

581 18890.6 32.5 0.0 37781.1 39326.6 1.000 1.000 18912.4 83750.0 22.6 UKOOA 582 18890.6 25.0 -0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0 22.6 UKOOA

582 18890.6 25.0 0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0 22.6 UKOOA 583 18890.6 13.8 -0.0 37781.1 39326.6 1.000 1.000 18899.8 83750.0 22.6 UKOOA

583 18890.6 13.8 0.0 37781.1 39326.6 1.000 1.000 18899.8 83750.0 22.6 UKOOA 584 18890.6 13.8 -0.0 37781.1 39326.6 1.000 1.000 18899.8 83750.0 22.6 UKOOA

584 18890.6 13.8 0.0 37781.1 39326.6 1.000 1.000 18899.8 83750.0 22.6 UKOOA 585 18890.6 14.7 -0.0 37781.1 39326.6 1.000 1.000 18900.4 83750.0 22.6 UKOOA

585 18890.6 14.7 0.0 37781.1 39326.6 1.000 1.000 18900.4 83750.0 22.6 UKOOA 586 18890.6 18.4 -0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA

586 18890.6 18.4 0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA 4579 18890.6 75.7 -0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0 22.6 UKOOA

4579 18890.6 75.7 0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0 22.6 UKOOA 4580 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0 22.7 UKOOA

590 18890.6 37.9 -3.7 37781.1 39326.6 1.000 1.000 18916.0 83750.0 22.6 UKOOA 597 18890.6 636.7 3.7 37781.1 39326.6 1.000 1.000 19317.1 83750.0 23.1 UKOOA

597 18890.6 636.7 -3.7 37781.1 39326.6 1.000 1.000 19317.1 83750.0 23.1 UKOOA 598 18890.6 1395.5 3.7 37781.1 39326.6 1.000 1.000 19825.6 83750.0 23.7 UKOOA

598 18890.6 2971.8 -3.7 44161.6 39326.6 2.129 2.440 20881.6 83750.0 24.9 UKOOA 601 18890.6 688.1 1.6 39786.5 39326.6 2.129 2.440 19351.6 83750.0 23.1 UKOOA


260

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

601 18890.6 688.1 -1.6 39786.5 39326.6 2.129 2.440 19351.6 83750.0 23.1 UKOOA 5590 18890.6 2784.2 -0.0 43802.3 39326.6 2.129 2.440 20756.0 83750.0 24.8 UKOOA

5590 18890.6 1307.5 0.0 37781.1 39326.6 1.000 1.000 19766.6 83750.0 23.6 UKOOA 5599 18890.6 813.9 -0.0 37781.1 39326.6 1.000 1.000 19435.9 83750.0 23.2 UKOOA

5599 18890.6 813.9 0.0 37781.1 39326.6 1.000 1.000 19435.9 83750.0 23.2 UKOOA 5600 18890.6 130.1 -0.0 37781.1 39326.6 1.000 1.000 18977.7 83750.0 22.7 UKOOA

900 18890.6 2.7 2.3 37781.1 39326.6 1.000 1.000 18892.3 83750.0 22.6 UKOOA 905 18890.6 1403.3 -2.3 37781.1 39326.6 1.000 1.000 19830.8 83750.0 23.7 UKOOA

905 18890.6 2988.3 2.3 44193.4 39326.6 2.129 2.440 20892.7 83750.0 24.9 UKOOA 906 18890.6 664.3 -0.8 39741.1 39326.6 2.129 2.440 19335.7 83750.0 23.1 UKOOA

906 18890.6 664.3 0.8 39741.1 39326.6 2.129 2.440 19335.7 83750.0 23.1 UKOOA 6900 18890.6 2606.7 0.0 43462.3 39326.6 2.129 2.440 20637.1 83750.0 24.6 UKOOA

6900 18890.6 1224.1 -0.0 37781.1 39326.6 1.000 1.000 19710.7 83750.0 23.5 UKOOA 6909 18890.6 762.3 0.0 37781.1 39326.6 1.000 1.000 19401.3 83750.0 23.2 UKOOA

6909 18890.6 762.3 -0.0 37781.1 39326.6 1.000 1.000 19401.3 83750.0 23.2 UKOOA 6910 18890.6 130.4 0.0 37781.1 39326.6 1.000 1.000 18978.0 83750.0 22.7 UKOOA

910 18890.6 1266.0 5.7 37781.1 39326.6 1.000 1.000 19738.8 83750.0 23.6 UKOOA 917 18890.6 508.0 -5.7 37781.1 39326.6 1.000 1.000 19230.9 83750.0 23.0 UKOOA

917 18890.6 1081.7 5.7 40540.8 39326.6 2.129 2.440 19615.3 83750.0 23.4 UKOOA 918 18890.6 538.4 -2.8 39499.5 39326.6 2.129 2.440 19251.3 83750.0 23.0 UKOOA


261

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

918 18890.6 538.4 2.8 39499.5 39326.6 2.129 2.440 19251.3 83750.0 23.0 UKOOA 7910 18890.6 2945.2 0.0 44110.8 39326.6 2.129 2.440 20863.8 83750.0 24.9 UKOOA

7910 18890.6 1383.1 -0.0 37781.1 39326.6 1.000 1.000 19817.2 83750.0 23.7 UKOOA 7919 18890.6 860.7 0.0 37781.1 39326.6 1.000 1.000 19467.3 83750.0 23.2 UKOOA

7919 18890.6 860.7 -0.0 37781.1 39326.6 1.000 1.000 19467.3 83750.0 23.2 UKOOA 7920 18890.6 129.6 0.0 37781.1 39326.6 1.000 1.000 18977.4 83750.0 22.7 UKOOA

930 18890.6 267.0 0.0 37781.1 39326.6 1.000 1.000 19069.4 83750.0 22.8 UKOOA 946 18890.6 660.1 -0.0 37781.1 39326.6 1.000 1.000 19332.8 83750.0 23.1 UKOOA

946 18890.6 660.1 0.0 37781.1 39326.6 1.000 1.000 19332.8 83750.0 23.1 UKOOA 947 18890.6 481.8 -0.0 37781.1 39326.6 1.000 1.000 19213.4 83750.0 22.9 UKOOA

947 18890.6 481.8 0.0 37781.1 39326.6 1.000 1.000 19213.4 83750.0 22.9 UKOOA 948 18890.6 180.1 -0.0 37781.1 39326.6 1.000 1.000 19011.3 83750.0 22.7 UKOOA

948 18890.6 180.1 0.0 37781.1 39326.6 1.000 1.000 19011.3 83750.0 22.7 UKOOA 949 18890.6 92.4 -0.0 37781.1 39326.6 1.000 1.000 18952.5 83750.0 22.6 UKOOA

949 18890.6 92.4 0.0 37781.1 39326.6 1.000 1.000 18952.5 83750.0 22.6 UKOOA 952 18890.6 15.3 -0.0 37781.1 39326.6 1.000 1.000 18900.8 83750.0 22.6 UKOOA

952 18890.6 15.3 0.0 37781.1 39326.6 1.000 1.000 18900.8 83750.0 22.6 UKOOA 953 18890.6 22.5 -0.0 37781.1 39326.6 1.000 1.000 18905.6 83750.0 22.6 UKOOA

953 18890.6 22.5 0.0 37781.1 39326.6 1.000 1.000 18905.6 83750.0 22.6 UKOOA 8929 18890.6 75.9 -0.0 37781.1 39326.6 1.000 1.000 18941.5 83750.0 22.6 UKOOA

8929 18890.6 75.9 0.0 37781.1 39326.6 1.000 1.000 18941.5 83750.0 22.6 UKOOA


262

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

8930 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0 22.7 UKOOA

950 18890.6 788.4 4.1 37781.1 39326.6 1.000 1.000 19418.8 83750.0 23.2 UKOOA 954 18890.6 394.0 -4.1 37781.1 39326.6 1.000 1.000 19154.5 83750.0 22.9 UKOOA

954 18890.6 394.0 4.1 37781.1 39326.6 1.000 1.000 19154.5 83750.0 22.9 UKOOA 955 18890.6 821.7 -4.1 37781.1 39326.6 1.000 1.000 19441.1 83750.0 23.2 UKOOA

955 18890.6 1749.8 4.1 41820.6 39326.6 2.129 2.440 20062.9 83750.0 24.0 UKOOA 956 18890.6 178.3 -1.9 38809.4 39326.6 2.129 2.440 19010.0 83750.0 22.7 UKOOA

956 18890.6 178.3 1.9 38809.4 39326.6 2.129 2.440 19010.0 83750.0 22.7 UKOOA 9950 18890.6 2964.4 0.0 44147.6 39326.6 2.129 2.440 20876.7 83750.0 24.9 UKOOA

9950 18890.6 1392.1 -0.0 37781.1 39326.6 1.000 1.000 19823.3 83750.0 23.7 UKOOA 9959 18890.6 866.4 0.0 37781.1 39326.6 1.000 1.000 19471.1 83750.0 23.2 UKOOA

9959 18890.6 866.4 -0.0 37781.1 39326.6 1.000 1.000 19471.1 83750.0 23.2 UKOOA 9960 18890.6 130.0 0.0 37781.1 39326.6 1.000 1.000 18977.6 83750.0 22.7 UKOOA

960 18890.6 5.8 0.0 37781.1 39326.6 1.000 1.000 18894.4 83750.0 22.6 UKOOA 968 18890.6 58.3 -0.0 37781.1 39326.6 1.000 1.000 18929.6 83750.0 22.6 UKOOA

968 18890.6 58.3 0.0 37781.1 39326.6 1.000 1.000 18929.6 83750.0 22.6 UKOOA 971 18890.6 36.8 -0.0 37781.1 39326.6 1.000 1.000 18915.2 83750.0 22.6 UKOOA

971 18890.6 36.8 0.0 37781.1 39326.6 1.000 1.000 18915.2 83750.0 22.6 UKOOA 972 18890.6 15.8 -0.0 37781.1 39326.6 1.000 1.000 18901.1 83750.0 22.6 UKOOA

972 18890.6 15.8 0.0 37781.1 39326.6 1.000 1.000 18901.1 83750.0 22.6 UKOOA 973 18890.6 14.0 -0.0 37781.1 39326.6 1.000 1.000 18899.9 83750.0 22.6 UKOOA


263

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

973 18890.6 14.0 0.0 37781.1 39326.6 1.000 1.000 18899.9 83750.0 22.6 UKOOA 974 18890.6 14.8 -0.0 37781.1 39326.6 1.000 1.000 18900.5 83750.0 22.6 UKOOA

974 18890.6 14.8 0.0 37781.1 39326.6 1.000 1.000 18900.5 83750.0 22.6 UKOOA 975 18890.6 18.4 -0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA

975 18890.6 18.4 0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA

10959 18890.6 75.7 -0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0 22.6 UKOOA

10959 18890.6 75.7 0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0 22.6 UKOOA 10960 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0 22.7 UKOOA

1250 18890.6 438.3 -6.0 37781.1 39326.6 1.000 1.000 19184.2 83750.0 22.9 UKOOA 1251 18890.6 427.7 6.0 37781.1 39326.6 1.000 1.000 19177.1 83750.0 22.9 UKOOA

1251 18890.6 427.7 -6.0 37781.1 39326.6 1.000 1.000 19177.1 83750.0 22.9 UKOOA 1252 18890.6 1222.8 6.0 37781.1 39326.6 1.000 1.000 19709.8 83750.0 23.5 UKOOA

1252 18890.6 2603.9 -6.0 43457.0 39326.6 2.129 2.440 20635.2 83750.0 24.6 UKOOA 1253 18890.6 530.9 3.0 39485.2 39326.6 2.129 2.440 19246.3 83750.0 23.0 UKOOA

1253 18890.6 530.9 -3.0 39485.2 39326.6 2.129 2.440 19246.3 83750.0 23.0 UKOOA 11250 18890.6 2781.6 -0.0 43797.3 39326.6 2.129 2.440 20754.2 83750.0 24.8 UKOOA

11250 18890.6 1306.2 0.0 37781.1 39326.6 1.000 1.000 19765.7 83750.0 23.6 UKOOA 11259 18890.6 813.0 -0.0 37781.1 39326.6 1.000 1.000 19435.3 83750.0 23.2 UKOOA

11259 18890.6 813.0 0.0 37781.1 39326.6 1.000 1.000 19435.3 83750.0 23.2 UKOOA 11260 18890.6 129.5 -0.0 37781.1 39326.6 1.000 1.000 18977.3 83750.0 22.7 UKOOA


264

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1260 18890.6 27.1 -0.0 37781.1 39326.6 1.000 1.000 18908.8 83750.0 22.6 UKOOA 1265 18890.6 162.9 0.0 37781.1 39326.6 1.000 1.000 18999.7 83750.0 22.7 UKOOA

1265 18890.6 162.9 -0.0 37781.1 39326.6 1.000 1.000 18999.7 83750.0 22.7 UKOOA 1266 18890.6 110.1 0.0 37781.1 39326.6 1.000 1.000 18964.4 83750.0 22.6 UKOOA

1266 18890.6 110.1 -0.0 37781.1 39326.6 1.000 1.000 18964.4 83750.0 22.6 UKOOA 1267 18890.6 36.3 0.0 37781.1 39326.6 1.000 1.000 18914.9 83750.0 22.6 UKOOA

1267 18890.6 36.3 -0.0 37781.1 39326.6 1.000 1.000 18914.9 83750.0 22.6 UKOOA 1268 18890.6 7.2 0.0 37781.1 39326.6 1.000 1.000 18895.4 83750.0 22.6 UKOOA

1268 18890.6 7.2 -0.0 37781.1 39326.6 1.000 1.000 18895.4 83750.0 22.6 UKOOA 1269 18890.6 14.3 0.0 37781.1 39326.6 1.000 1.000 18900.1 83750.0 22.6 UKOOA

1269 18890.6 14.3 -0.0 37781.1 39326.6 1.000 1.000 18900.1 83750.0 22.6 UKOOA 1271 18890.6 14.7 0.0 37781.1 39326.6 1.000 1.000 18900.4 83750.0 22.6 UKOOA

1271 18890.6 14.7 -0.0 37781.1 39326.6 1.000 1.000 18900.4 83750.0 22.6 UKOOA 1272 18890.6 18.6 0.0 37781.1 39326.6 1.000 1.000 18903.0 83750.0 22.6 UKOOA

1272 18890.6 18.6 -0.0 37781.1 39326.6 1.000 1.000 18903.0 83750.0 22.6 UKOOA 12259 18890.6 75.9 0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0 22.6 UKOOA

12259 18890.6 75.9 -0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0 22.6 UKOOA 12260 18890.6 133.1 0.0 37781.1 39326.6 1.000 1.000 18979.8 83750.0 22.7 UKOOA

1270 18890.6 171.5 -2.7 37781.1 39326.6 1.000 1.000 19005.5 83750.0 22.7 UKOOA 1273 18890.6 1756.5 2.7 37781.1 39326.6 1.000 1.000 20067.4 83750.0 24.0 UKOOA

1273 18890.6 3740.5 -2.7 45634.3 39326.6 2.129 2.440 21396.7 83750.0 25.5 UKOOA


265

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1274 18890.6 1104.1 1.1 40583.7 39326.6 2.129 2.440 19630.3 83750.0 23.4 UKOOA

1274 18890.6 1104.1 -1.1 40583.7 39326.6 2.129 2.440 19630.3 83750.0 23.4 UKOOA 13270 18890.6 2472.4 -0.0 43205.0 39326.6 2.129 2.440 20547.1 83750.0 24.5 UKOOA

13270 18890.6 1161.0 0.0 37781.1 39326.6 1.000 1.000 19668.5 83750.0 23.5 UKOOA 13279 18890.6 723.2 -0.0 37781.1 39326.6 1.000 1.000 19375.1 83750.0 23.1 UKOOA

13279 18890.6 723.2 0.0 37781.1 39326.6 1.000 1.000 19375.1 83750.0 23.1 UKOOA 13280 18890.6 130.3 -0.0 37781.1 39326.6 1.000 1.000 18977.9 83750.0 22.7 UKOOA

1310 18890.6 404.0 0.0 37781.1 39326.6 1.000 1.000 19161.3 83750.0 22.9 UKOOA 1339 18890.6 945.9 -0.0 37781.1 39326.6 1.000 1.000 19524.3 83750.0 23.3 UKOOA

1339 18890.6 945.9 0.0 37781.1 39326.6 1.000 1.000 19524.3 83750.0 23.3 UKOOA 1368 18890.6 698.8 -0.0 37781.1 39326.6 1.000 1.000 19358.8 83750.0 23.1 UKOOA

1368 18890.6 698.8 0.0 37781.1 39326.6 1.000 1.000 19358.8 83750.0 23.1 UKOOA 1369 18890.6 266.1 -0.0 37781.1 39326.6 1.000 1.000 19068.9 83750.0 22.8 UKOOA

1369 18890.6 266.1 0.0 37781.1 39326.6 1.000 1.000 19068.9 83750.0 22.8 UKOOA 1404 18890.6 34.3 -0.0 37781.1 39326.6 1.000 1.000 18913.6 83750.0 22.6 UKOOA

1404 18890.6 34.3 0.0 37781.1 39326.6 1.000 1.000 18913.6 83750.0 22.6 UKOOA 1405 18890.6 13.4 -0.0 37781.1 39326.6 1.000 1.000 18899.5 83750.0 22.6 UKOOA

1405 18890.6 13.4 0.0 37781.1 39326.6 1.000 1.000 18899.5 83750.0 22.6 UKOOA 1406 18890.6 14.1 -0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0 22.6 UKOOA

1406 18890.6 14.1 0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0 22.6 UKOOA 1407 18890.6 15.1 -0.0 37781.1 39326.6 1.000 1.000 18900.7 83750.0 22.6 UKOOA


266

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1407 18890.6 15.1 0.0 37781.1 39326.6 1.000 1.000 18900.7 83750.0 22.6 UKOOA 1408 18890.6 18.4 -0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA

1408 18890.6 18.4 0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA 14309 18890.6 75.7 -0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0 22.6 UKOOA

14309 18890.6 75.7 0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0 22.6 UKOOA 14310 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0 22.7 UKOOA

1330 18890.6 2215.9 0.0 37781.1 39326.6 1.000 1.000 20375.2 83750.0 24.3 UKOOA 1409 18890.6 1361.8 -0.0 37781.1 39326.6 1.000 1.000 19803.0 83750.0 23.6 UKOOA

1409 18890.6 1361.8 0.0 37781.1 39326.6 1.000 1.000 19803.0 83750.0 23.6 UKOOA 1411 18890.6 1339.1 -0.0 37781.1 39326.6 1.000 1.000 19787.7 83750.0 23.6 UKOOA

1411 18890.6 1339.1 0.0 37781.1 39326.6 1.000 1.000 19787.7 83750.0 23.6 UKOOA 1412 18890.6 607.8 -0.0 37781.1 39326.6 1.000 1.000 19297.8 83750.0 23.0 UKOOA

1412 18890.6 607.8 0.0 37781.1 39326.6 1.000 1.000 19297.8 83750.0 23.0 UKOOA 1413 18890.6 46.1 -0.0 37781.1 39326.6 1.000 1.000 18921.5 83750.0 22.6 UKOOA

1413 18890.6 46.1 0.0 37781.1 39326.6 1.000 1.000 18921.5 83750.0 22.6 UKOOA 1414 18890.6 5.5 -0.0 37781.1 39326.6 1.000 1.000 18894.3 83750.0 22.6 UKOOA

1414 18890.6 5.5 0.0 37781.1 39326.6 1.000 1.000 18894.3 83750.0 22.6 UKOOA 1415 18890.6 26.1 -0.0 37781.1 39326.6 1.000 1.000 18908.1 83750.0 22.6 UKOOA

1415 18890.6 26.1 0.0 37781.1 39326.6 1.000 1.000 18908.1 83750.0 22.6 UKOOA 1416 18890.6 103.7 -0.0 37781.1 39326.6 1.000 1.000 18960.1 83750.0 22.6 UKOOA


267

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1416 18890.6 103.7 0.0 37781.1 39326.6 1.000 1.000 18960.1 83750.0 22.6 UKOOA 1417 18890.6 152.4 -0.0 37781.1 39326.6 1.000 1.000 18992.7 83750.0 22.7 UKOOA

1417 18890.6 152.4 0.0 37781.1 39326.6 1.000 1.000 18992.7 83750.0 22.7 UKOOA 1418 18890.6 1027.1 -0.0 37781.1 39326.6 1.000 1.000 19578.7 83750.0 23.4 UKOOA

1418 18890.6 1027.1 0.0 37781.1 39326.6 1.000 1.000 19578.7 83750.0 23.4 UKOOA 1419 18890.6 3948.4 -0.0 37781.1 39326.6 1.000 1.000 21536.0 83750.0 25.7 UKOOA

1419 18890.6 3948.4 0.0 37781.1 39326.6 1.000 1.000 21536.0 83750.0 25.7 UKOOA 1421 18890.6 7596.9 -0.0 37781.1 39326.6 1.000 1.000 23980.5 83750.0 28.6 UKOOA

1421 18890.6 19478.4 0.0 75138.2 41490.9 2.564 2.938 31941.1 83750.0 38.1 UKOOA 1422 18890.6 1773.7 -0.0 42054.7 39326.6 2.564 2.938 20079.0 83750.0 24.0 UKOOA

1422 18890.6 1773.7 0.0 42054.7 39326.6 2.564 2.938 20079.0 83750.0 24.0 UKOOA 15320 18890.6 21321.2 0.0 78581.8 40680.2 2.564 2.938 33175.8 83750.0 39.6 UKOOA

15320 18890.6 8315.7 -0.0 37781.1 39326.6 1.000 1.000 24462.1 83750.0 29.2 UKOOA 15321 18890.6 7361.2 0.0 37781.1 39326.6 1.000 1.000 23822.5 83750.0 28.4 UKOOA

15321 18890.6 7361.2 -0.0 37781.1 39326.6 1.000 1.000 23822.5 83750.0 28.4 UKOOA 15322 18890.6 3079.2 0.0 37781.1 39326.6 1.000 1.000 20953.7 83750.0 25.0 UKOOA

15322 18890.6 3079.2 -0.0 37781.1 39326.6 1.000 1.000 20953.7 83750.0 25.0 UKOOA 15323 18890.6 428.1 0.0 37781.1 39326.6 1.000 1.000 19177.4 83750.0 22.9 UKOOA

15323 18890.6 428.1 -0.0 37781.1 39326.6 1.000 1.000 19177.4 83750.0 22.9 UKOOA 15324 18890.6 375.4 0.0 37781.1 39326.6 1.000 1.000 19142.1 83750.0 22.9 UKOOA

15324 18890.6 375.4 -0.0 37781.1 39326.6 1.000 1.000 19142.1 83750.0 22.9 UKOOA


268

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

15326 18890.6 62.3 0.0 37781.1 39326.6 1.000 1.000 18932.3 83750.0 22.6 UKOOA

15326 18890.6 62.3 -0.0 37781.1 39326.6 1.000 1.000 18932.3 83750.0 22.6 UKOOA 15327 18890.6 16.0 0.0 37781.1 39326.6 1.000 1.000 18901.3 83750.0 22.6 UKOOA

15327 18890.6 16.0 -0.0 37781.1 39326.6 1.000 1.000 18901.3 83750.0 22.6 UKOOA 15328 18890.6 18.2 0.0 37781.1 39326.6 1.000 1.000 18902.8 83750.0 22.6 UKOOA

15328 18890.6 18.2 -0.0 37781.1 39326.6 1.000 1.000 18902.8 83750.0 22.6 UKOOA 15329 18890.6 19.0 0.0 37781.1 39326.6 1.000 1.000 18903.3 83750.0 22.6 UKOOA

15329 18890.6 19.0 -0.0 37781.1 39326.6 1.000 1.000 18903.3 83750.0 22.6 UKOOA 15331 18890.6 75.8 0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0 22.6 UKOOA

15331 18890.6 75.8 -0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0 22.6 UKOOA 15325 18890.6 133.1 0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0 22.7 UKOOA

1360 18890.6 3235.0 -0.0 37781.1 39326.6 1.000 1.000 21058.0 83750.0 25.1 UKOOA 1423 18890.6 1529.1 0.0 37781.1 39326.6 1.000 1.000 19915.1 83750.0 23.8 UKOOA

1423 18890.6 1529.1 -0.0 37781.1 39326.6 1.000 1.000 19915.1 83750.0 23.8 UKOOA 1424 18890.6 1630.2 0.0 37781.1 39326.6 1.000 1.000 19982.8 83750.0 23.9 UKOOA

1424 18890.6 1630.2 -0.0 37781.1 39326.6 1.000 1.000 19982.8 83750.0 23.9 UKOOA 1425 18890.6 734.4 0.0 37781.1 39326.6 1.000 1.000 19382.6 83750.0 23.1 UKOOA

1425 18890.6 734.4 -0.0 37781.1 39326.6 1.000 1.000 19382.6 83750.0 23.1 UKOOA 1426 18890.6 57.9 0.0 37781.1 39326.6 1.000 1.000 18929.3 83750.0 22.6 UKOOA

1426 18890.6 57.9 -0.0 37781.1 39326.6 1.000 1.000 18929.3 83750.0 22.6 UKOOA 1427 18890.6 59.1 0.0 37781.1 39326.6 1.000 1.000 18930.2 83750.0 22.6 UKOOA


269

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1427 18890.6 59.1 -0.0 37781.1 39326.6 1.000 1.000 18930.2 83750.0 22.6 UKOOA 1428 18890.6 27.9 0.0 37781.1 39326.6 1.000 1.000 18909.3 83750.0 22.6 UKOOA

1428 18890.6 27.9 -0.0 37781.1 39326.6 1.000 1.000 18909.3 83750.0 22.6 UKOOA 1429 18890.6 19.1 0.0 37781.1 39326.6 1.000 1.000 18903.3 83750.0 22.6 UKOOA

1429 18890.6 19.1 -0.0 37781.1 39326.6 1.000 1.000 18903.3 83750.0 22.6 UKOOA 16359 18890.6 75.9 0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0 22.6 UKOOA

16359 18890.6 75.9 -0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0 22.6 UKOOA 16360 18890.6 133.1 0.0 37781.1 39326.6 1.000 1.000 18979.8 83750.0 22.7 UKOOA

1347 18890.6 801.3 0.0 37781.1 39326.6 1.000 1.000 19427.5 83750.0 23.2 UKOOA 1435 18890.6 249.6 -0.0 37781.1 39326.6 1.000 1.000 19057.8 83750.0 22.8 UKOOA

1435 18890.6 249.6 0.0 37781.1 39326.6 1.000 1.000 19057.8 83750.0 22.8 UKOOA 1436 18890.6 323.4 -0.0 37781.1 39326.6 1.000 1.000 19107.2 83750.0 22.8 UKOOA

1436 18890.6 323.4 0.0 37781.1 39326.6 1.000 1.000 19107.2 83750.0 22.8 UKOOA 17370 18890.6 155.9 -0.0 37781.1 39326.6 1.000 1.000 18995.0 83750.0 22.7 UKOOA

17370 18890.6 155.9 0.0 37781.1 39326.6 1.000 1.000 18995.0 83750.0 22.7 UKOOA 17371 18890.6 62.7 -0.0 37781.1 39326.6 1.000 1.000 18932.6 83750.0 22.6 UKOOA

17371 18890.6 62.7 0.0 37781.1 39326.6 1.000 1.000 18932.6 83750.0 22.6 UKOOA 17372 18890.6 24.0 -0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.0 22.6 UKOOA

17372 18890.6 24.0 0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.0 22.6 UKOOA 17379 18890.6 77.5 -0.0 37781.1 39326.6 1.000 1.000 18942.5 83750.0 22.6 UKOOA


270

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

17379 18890.6 77.5 0.0 37781.1 39326.6 1.000 1.000 18942.5 83750.0 22.6 UKOOA 17380 18890.6 133.9 -0.0 37781.1 39326.6 1.000 1.000 18980.3 83750.0 22.7 UKOOA

1380 18890.6 1226.9 4.3 37781.1 39326.6 1.000 1.000 19712.6 83750.0 23.5 UKOOA 1437 18890.6 886.1 -4.3 37781.1 39326.6 1.000 1.000 19484.2 83750.0 23.3 UKOOA

1437 18890.6 886.1 4.3 37781.1 39326.6 1.000 1.000 19484.2 83750.0 23.3 UKOOA 1438 18890.6 531.1 -4.3 37781.1 39326.6 1.000 1.000 19246.4 83750.0 23.0 UKOOA

1438 18890.6 1130.9 4.3 40635.0 39326.6 2.129 2.440 19648.3 83750.0 23.5 UKOOA 1439 18890.6 86.5 -2.0 38632.7 39326.6 2.129 2.440 18948.5 83750.0 22.6 UKOOA

1439 18890.6 86.5 2.0 38632.7 39326.6 2.129 2.440 18948.5 83750.0 22.6 UKOOA 18380 18890.6 3042.0 0.0 44296.1 39326.6 2.129 2.440 20928.7 83750.0 25.0 UKOOA

18380 18890.6 1428.5 -0.0 37781.1 39326.6 1.000 1.000 19847.7 83750.0 23.7 UKOOA 18389 18890.6 889.0 0.0 37781.1 39326.6 1.000 1.000 19486.2 83750.0 23.3 UKOOA

18389 18890.6 889.0 -0.0 37781.1 39326.6 1.000 1.000 19486.2 83750.0 23.3 UKOOA 18390 18890.6 129.9 0.0 37781.1 39326.6 1.000 1.000 18977.6 83750.0 22.7 UKOOA

CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1

271

Piping Code: UKOOA = UKOOA (1994) CODE STRESS CHECK PASSED : LOADCASE 3 (SUS) W+P1 Highest Stresses: (KPa ) CodeStress Ratio (%): 39.4 @Node 15320 Code Stress: 32981.8 Allowable: 83750.0 Axial Stress: 18890.6 @Node 11 Bending Stress: 21031.6 @Node 15320 Torsion Stress: 6.0 @Node 1251 Hoop Stress: 78040.6 @Node 15320 3D Max Intensity: 41194.4 @Node 1421

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

10 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA 11 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA

11 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA 12 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA

12 18890.6 0.0 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA 13 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA

13 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA 14 18890.6 0.3 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA

14 18890.6 0.3 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA 15 18890.6 0.7 -0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0 22.6 UKOOA


272

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

15 18890.6 0.7 0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0 22.6 UKOOA 16 18890.6 11.9 -0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA

16 18890.6 11.9 0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA 17 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0 22.6 UKOOA

17 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0 22.6 UKOOA 18 18890.6 23.0 -0.0 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA

18 18890.6 23.0 0.0 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA 19 18890.6 12.8 -0.0 37781.1 39326.6 1.000 1.000 18899.1 83750.0 22.6 UKOOA

19 18890.6 12.8 0.0 37781.1 39326.6 1.000 1.000 18899.1 83750.0 22.6 UKOOA 20 18890.6 48.5 -0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

20 18890.6 48.5 0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 30 18890.6 199.4 -0.0 37781.1 39326.6 1.000 1.000 19024.1 83750.0 22.7 UKOOA

50 18890.6 199.4 0.0 37781.1 39326.6 1.000 1.000 19024.1 83750.0 22.7 UKOOA 60 18890.6 48.5 -0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

60 18890.6 48.5 0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 61 18890.6 23.0 -0.0 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA

61 18890.6 23.0 0.0 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA 62 18890.6 24.9 -0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0 22.6 UKOOA

62 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0 22.6 UKOOA 63 18890.6 12.0 -0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0 22.6 UKOOA

63 18890.6 12.0 0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0 22.6 UKOOA


273

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

64 18890.6 17.4 -0.0 37781.1 39326.6 1.000 1.000 18902.3 83750.0 22.6 UKOOA

64 18890.6 17.4 0.0 37781.1 39326.6 1.000 1.000 18902.3 83750.0 22.6 UKOOA 65 18890.6 41.8 -0.0 37781.1 39326.6 1.000 1.000 18918.6 83750.0 22.6 UKOOA

65 18890.6 41.8 0.0 37781.1 39326.6 1.000 1.000 18918.6 83750.0 22.6 UKOOA 66 18890.6 153.3 -0.0 37781.1 39326.6 1.000 1.000 18993.3 83750.0 22.7 UKOOA

66 18890.6 153.3 0.0 37781.1 39326.6 1.000 1.000 18993.3 83750.0 22.7 UKOOA 67 18890.6 809.2 -0.0 37781.1 39326.6 1.000 1.000 19432.7 83750.0 23.2 UKOOA

67 18890.6 809.2 0.0 37781.1 39326.6 1.000 1.000 19432.7 83750.0 23.2 UKOOA 68 18890.6 2921.0 -0.0 37781.1 39326.6 1.000 1.000 20847.6 83750.0 24.9 UKOOA

68 18890.6 2921.0 0.0 37781.1 39326.6 1.000 1.000 20847.6 83750.0 24.9 UKOOA 69 18890.6 5404.0 -0.0 37781.1 39326.6 1.000 1.000 22511.3 83750.0 26.9 UKOOA

69 18890.6 5404.0 0.0 37781.1 39326.6 1.000 1.000 22511.3 83750.0 26.9 UKOOA 71 18890.6 2959.9 -0.0 37781.1 39326.6 1.000 1.000 20873.7 83750.0 24.9 UKOOA

71 18890.6 6303.2 0.0 50543.8 39326.6 2.129 2.440 23113.7 83750.0 27.6 UKOOA 72 18890.6 6161.0 -0.4 50271.5 39326.6 2.129 2.440 23018.5 83750.0 27.5 UKOOA

72 18890.6 6161.0 0.4 50271.5 39326.6 2.129 2.440 23018.5 83750.0 27.5 UKOOA 70 18890.6 8642.1 -0.6 55024.7 39326.6 2.129 2.440 24680.8 83750.0 29.5 UKOOA

70 18890.6 4058.3 0.6 37781.1 39326.6 1.000 1.000 21609.6 83750.0 25.8 UKOOA 73 18890.6 413.1 -0.6 37781.1 39326.6 1.000 1.000 19167.3 83750.0 22.9 UKOOA

73 18890.6 413.1 0.6 37781.1 39326.6 1.000 1.000 19167.3 83750.0 22.9 UKOOA 74 18890.6 1095.8 -0.6 37781.1 39326.6 1.000 1.000 19624.7 83750.0 23.4 UKOOA


274

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

74 18890.6 1095.8 0.6 37781.1 39326.6 1.000 1.000 19624.7 83750.0 23.4 UKOOA 75 18890.6 646.4 -0.6 37781.1 39326.6 1.000 1.000 19323.6 83750.0 23.1 UKOOA

75 18890.6 646.4 0.6 37781.1 39326.6 1.000 1.000 19323.6 83750.0 23.1 UKOOA 76 18890.6 23.7 -0.6 37781.1 39326.6 1.000 1.000 18906.4 83750.0 22.6 UKOOA

76 18890.6 23.7 0.6 37781.1 39326.6 1.000 1.000 18906.4 83750.0 22.6 UKOOA 77 18890.6 5.3 -0.6 37781.1 39326.6 1.000 1.000 18894.1 83750.0 22.6 UKOOA

77 18890.6 5.3 0.6 37781.1 39326.6 1.000 1.000 18894.1 83750.0 22.6 UKOOA 78 18890.6 4.5 -0.6 37781.1 39326.6 1.000 1.000 18893.6 83750.0 22.6 UKOOA

78 18890.6 4.5 0.6 37781.1 39326.6 1.000 1.000 18893.6 83750.0 22.6 UKOOA 79 18890.6 4.1 -0.6 37781.1 39326.6 1.000 1.000 18893.3 83750.0 22.6 UKOOA

79 18890.6 4.1 0.6 37781.1 39326.6 1.000 1.000 18893.3 83750.0 22.6 UKOOA 80 18890.6 29.3 -0.6 37781.1 39326.6 2.300 2.300 18910.2 83750.0 22.6 UKOOA

80 18890.6 8148.0 0.0 37781.1 39326.6 1.000 1.000 24349.7 83750.0 29.1 UKOOA 81 18890.6 477.2 -0.0 37781.1 39326.6 1.000 1.000 19210.3 83750.0 22.9 UKOOA

81 18890.6 477.2 0.0 37781.1 39326.6 1.000 1.000 19210.3 83750.0 22.9 UKOOA 89 18890.6 379.7 -0.0 37781.1 39326.6 1.000 1.000 19145.0 83750.0 22.9 UKOOA

89 18890.6 379.7 0.0 37781.1 39326.6 1.000 1.000 19145.0 83750.0 22.9 UKOOA 90 18890.6 1236.6 -0.0 37781.1 39326.6 1.000 1.000 19719.1 83750.0 23.5 UKOOA

90 18890.6 1236.6 0.0 37781.1 39326.6 1.000 1.000 19719.1 83750.0 23.5 UKOOA

100 18890.6 1044.5 -0.0 37781.1 39326.6 1.000 1.000 19590.4 83750.0 23.4 UKOOA


275

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

120 18890.6 771.5 0.0 37781.1 39326.6 1.000 1.000 19407.5 83750.0 23.2 UKOOA 130 18890.6 244.7 -0.0 37781.1 39326.6 1.000 1.000 19054.5 83750.0 22.8 UKOOA

130 18890.6 244.7 0.0 37781.1 39326.6 1.000 1.000 19054.5 83750.0 22.8 UKOOA 131 18890.6 71.4 -0.0 37781.1 39326.6 1.000 1.000 18938.4 83750.0 22.6 UKOOA

131 18890.6 71.4 0.0 37781.1 39326.6 1.000 1.000 18938.4 83750.0 22.6 UKOOA 132 18890.6 35.7 -0.0 37781.1 39326.6 1.000 1.000 18914.5 83750.0 22.6 UKOOA

132 18890.6 35.7 0.0 37781.1 39326.6 1.000 1.000 18914.5 83750.0 22.6 UKOOA 133 18890.6 80.9 -0.0 37781.1 39326.6 1.000 1.000 18944.8 83750.0 22.6 UKOOA

133 18890.6 80.9 0.0 37781.1 39326.6 1.000 1.000 18944.8 83750.0 22.6 UKOOA 134 18890.6 227.5 -0.0 37781.1 39326.6 1.000 1.000 19043.0 83750.0 22.7 UKOOA

134 18890.6 227.5 0.0 37781.1 39326.6 1.000 1.000 19043.0 83750.0 22.7 UKOOA 140 18890.6 399.5 -0.0 37781.1 39326.6 2.300 2.300 19158.2 83750.0 22.9 UKOOA

140 18890.6 155.1 0.0 37781.1 39326.6 1.000 1.000 18994.5 83750.0 22.7 UKOOA 145 18890.6 237.4 -0.0 37781.1 39326.6 2.300 2.300 19049.6 83750.0 22.7 UKOOA

145 18890.6 1.6 0.0 37781.1 39326.6 1.000 1.000 18891.6 83750.0 22.6 UKOOA 146 18890.6 0.4 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA

146 18890.6 0.4 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA 147 18890.6 0.1 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA

147 18890.6 0.1 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA 148 18890.6 0.1 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA

148 18890.6 0.1 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA


276

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

149 18890.6 0.2 -0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0 22.6 UKOOA

149 18890.6 0.2 0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0 22.6 UKOOA 151 18890.6 0.7 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA

151 18890.6 0.7 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA 152 18890.6 4.1 -0.0 37781.1 39326.6 1.000 1.000 18893.3 83750.0 22.6 UKOOA

152 18890.6 4.1 0.0 37781.1 39326.6 1.000 1.000 18893.3 83750.0 22.6 UKOOA 153 18890.6 19.0 -0.0 37781.1 39326.6 1.000 1.000 18903.3 83750.0 22.6 UKOOA

153 18890.6 19.0 0.0 37781.1 39326.6 1.000 1.000 18903.3 83750.0 22.6 UKOOA 154 18890.6 105.4 -0.0 37781.1 39326.6 1.000 1.000 18961.2 83750.0 22.6 UKOOA

154 18890.6 105.4 0.0 37781.1 39326.6 1.000 1.000 18961.2 83750.0 22.6 UKOOA 155 18890.6 978.0 -0.0 37781.1 39326.6 1.000 1.000 19545.8 83750.0 23.3 UKOOA

155 18890.6 978.0 0.0 37781.1 39326.6 1.000 1.000 19545.8 83750.0 23.3 UKOOA 156 18890.6 2509.0 -0.0 37781.1 39326.6 1.000 1.000 20571.6 83750.0 24.6 UKOOA

156 18890.6 2509.0 0.0 37781.1 39326.6 1.000 1.000 20571.6 83750.0 24.6 UKOOA 157 18890.6 3305.4 -0.0 37781.1 39326.6 1.000 1.000 21105.2 83750.0 25.2 UKOOA

157 18890.6 3305.4 0.0 37781.1 39326.6 1.000 1.000 21105.2 83750.0 25.2 UKOOA 158 18890.6 1738.2 -0.0 37781.1 39326.6 1.000 1.000 20055.2 83750.0 23.9 UKOOA

158 18890.6 3701.5 0.0 45559.7 39326.6 2.129 2.440 21370.6 83750.0 25.5 UKOOA 159 18890.6 8440.9 -0.1 54639.2 39326.6 2.129 2.440 24545.9 83750.0 29.3 UKOOA

159 18890.6 8440.9 0.1 54639.2 39326.6 2.129 2.440 24545.9 83750.0 29.3 UKOOA 150 18890.6 389.8 -0.1 39215.1 39326.6 2.129 2.440 19151.7 83750.0 22.9 UKOOA


277

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

150 18890.6 183.0 0.1 37781.1 39326.6 1.000 1.000 19013.2 83750.0 22.7 UKOOA 161 18890.6 4635.9 -0.1 37781.1 39326.6 1.000 1.000 21996.6 83750.0 26.3 UKOOA

161 18890.6 4635.9 0.1 37781.1 39326.6 1.000 1.000 21996.6 83750.0 26.3 UKOOA 162 18890.6 3019.2 -0.1 37781.1 39326.6 1.000 1.000 20913.4 83750.0 25.0 UKOOA

162 18890.6 3019.2 0.1 37781.1 39326.6 1.000 1.000 20913.4 83750.0 25.0 UKOOA 163 18890.6 167.9 -0.1 37781.1 39326.6 1.000 1.000 19003.1 83750.0 22.7 UKOOA

163 18890.6 167.9 0.1 37781.1 39326.6 1.000 1.000 19003.1 83750.0 22.7 UKOOA 164 18890.6 190.6 -0.1 37781.1 39326.6 1.000 1.000 19018.3 83750.0 22.7 UKOOA

164 18890.6 190.6 0.1 37781.1 39326.6 1.000 1.000 19018.3 83750.0 22.7 UKOOA 165 18890.6 169.6 -0.1 37781.1 39326.6 1.000 1.000 19004.2 83750.0 22.7 UKOOA

165 18890.6 169.6 0.1 37781.1 39326.6 1.000 1.000 19004.2 83750.0 22.7 UKOOA 160 18890.6 156.7 -0.1 37781.1 39326.6 1.000 1.000 18995.6 83750.0 22.7 UKOOA

160 18890.6 156.7 0.1 37781.1 39326.6 1.000 1.000 18995.6 83750.0 22.7 UKOOA 170 18890.6 205.6 -0.1 37781.1 39326.6 1.000 1.000 19028.3 83750.0 22.7 UKOOA

190 18890.6 199.5 0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0 22.7 UKOOA 200 18890.6 101.1 -0.1 37781.1 39326.6 1.000 1.000 18958.3 83750.0 22.6 UKOOA

200 18890.6 101.1 0.1 37781.1 39326.6 1.000 1.000 18958.3 83750.0 22.6 UKOOA 201 18890.6 108.3 -0.1 37781.1 39326.6 1.000 1.000 18963.1 83750.0 22.6 UKOOA

201 18890.6 108.3 0.1 37781.1 39326.6 1.000 1.000 18963.1 83750.0 22.6 UKOOA 202 18890.6 414.4 -0.1 37781.1 39326.6 1.000 1.000 19168.2 83750.0 22.9 UKOOA


278

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

202 18890.6 414.4 0.1 37781.1 39326.6 1.000 1.000 19168.2 83750.0 22.9 UKOOA 203 18890.6 772.4 -0.1 37781.1 39326.6 1.000 1.000 19408.1 83750.0 23.2 UKOOA

203 18890.6 772.4 0.1 37781.1 39326.6 1.000 1.000 19408.1 83750.0 23.2 UKOOA 210 18890.6 1289.8 -0.1 37781.1 39326.6 2.300 2.300 19754.8 83750.0 23.6 UKOOA

210 18890.6 3097.8 0.1 37781.1 39326.6 1.000 1.000 20966.1 83750.0 25.0 UKOOA 211 18890.6 887.1 -0.1 37781.1 39326.6 1.000 1.000 19484.9 83750.0 23.3 UKOOA

211 18890.6 887.1 0.1 37781.1 39326.6 1.000 1.000 19484.9 83750.0 23.3 UKOOA 212 18890.6 608.8 -0.1 37781.1 39326.6 1.000 1.000 19298.4 83750.0 23.0 UKOOA

212 18890.6 608.8 0.1 37781.1 39326.6 1.000 1.000 19298.4 83750.0 23.0 UKOOA 213 18890.6 198.9 -0.1 37781.1 39326.6 1.000 1.000 19023.8 83750.0 22.7 UKOOA

213 18890.6 198.9 0.1 37781.1 39326.6 1.000 1.000 19023.8 83750.0 22.7 UKOOA 219 18890.6 117.4 -0.1 37781.1 39326.6 1.000 1.000 18969.2 83750.0 22.6 UKOOA

219 18890.6 117.4 0.1 37781.1 39326.6 1.000 1.000 18969.2 83750.0 22.6 UKOOA 220 18890.6 60.3 -0.1 37781.1 39326.6 1.000 1.000 18931.0 83750.0 22.6 UKOOA

220 18890.6 60.3 0.1 37781.1 39326.6 1.000 1.000 18931.0 83750.0 22.6 UKOOA 230 18890.6 199.5 -0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0 22.7 UKOOA

250 18890.6 199.5 0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0 22.7 UKOOA 260 18890.6 53.9 -0.1 37781.1 39326.6 1.000 1.000 18926.7 83750.0 22.6 UKOOA

260 18890.6 53.9 0.1 37781.1 39326.6 1.000 1.000 18926.7 83750.0 22.6 UKOOA 261 18890.6 24.1 -0.1 37781.1 39326.6 1.000 1.000 18906.7 83750.0 22.6 UKOOA

261 18890.6 24.1 0.1 37781.1 39326.6 1.000 1.000 18906.7 83750.0 22.6 UKOOA


279

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

262 18890.6 24.9 -0.1 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA

262 18890.6 24.9 0.1 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA 263 18890.6 11.9 -0.1 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA

263 18890.6 11.9 0.1 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA 264 18890.6 1.0 -0.1 37781.1 39326.6 1.000 1.000 18891.2 83750.0 22.6 UKOOA

264 18890.6 1.0 0.1 37781.1 39326.6 1.000 1.000 18891.2 83750.0 22.6 UKOOA 265 18890.6 0.8 -0.1 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA

265 18890.6 0.8 0.1 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA 266 18890.6 2.3 -0.1 37781.1 39326.6 1.000 1.000 18892.1 83750.0 22.6 UKOOA

266 18890.6 2.3 0.1 37781.1 39326.6 1.000 1.000 18892.1 83750.0 22.6 UKOOA 267 18890.6 7.0 -0.1 37781.1 39326.6 1.000 1.000 18895.3 83750.0 22.6 UKOOA

267 18890.6 7.0 0.1 37781.1 39326.6 1.000 1.000 18895.3 83750.0 22.6 UKOOA 268 18890.6 21.6 -0.1 37781.1 39326.6 1.000 1.000 18905.1 83750.0 22.6 UKOOA

268 18890.6 21.6 0.1 37781.1 39326.6 1.000 1.000 18905.1 83750.0 22.6 UKOOA 270 18890.6 183.0 -0.1 37781.1 39326.6 2.300 2.300 19013.2 83750.0 22.7 UKOOA

270 18890.6 300.2 -0.6 37781.1 39326.6 1.000 1.000 19091.7 83750.0 22.8 UKOOA 271 18890.6 85.1 0.6 37781.1 39326.6 1.000 1.000 18947.6 83750.0 22.6 UKOOA

271 18890.6 85.1 -0.6 37781.1 39326.6 1.000 1.000 18947.6 83750.0 22.6 UKOOA 272 18890.6 78.7 0.6 37781.1 39326.6 1.000 1.000 18943.3 83750.0 22.6 UKOOA

272 18890.6 78.7 -0.6 37781.1 39326.6 1.000 1.000 18943.3 83750.0 22.6 UKOOA 273 18890.6 737.7 0.6 37781.1 39326.6 1.000 1.000 19384.8 83750.0 23.1 UKOOA


280

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

273 18890.6 737.7 -0.6 37781.1 39326.6 1.000 1.000 19384.8 83750.0 23.1 UKOOA 274 18890.6 1829.2 0.6 37781.1 39326.6 1.000 1.000 20116.1 83750.0 24.0 UKOOA

274 18890.6 1829.2 -0.6 37781.1 39326.6 1.000 1.000 20116.1 83750.0 24.0 UKOOA 277 18890.6 2302.5 0.6 37781.1 39326.6 1.000 1.000 20433.3 83750.0 24.4 UKOOA

277 18890.6 2302.5 -0.6 37781.1 39326.6 1.000 1.000 20433.3 83750.0 24.4 UKOOA 281 18890.6 1607.2 0.6 37781.1 39326.6 1.000 1.000 19967.4 83750.0 23.8 UKOOA

281 18890.6 4120.9 -0.6 46440.7 39326.6 2.564 2.938 21651.6 83750.0 25.9 UKOOA 282 18890.6 7587.5 0.5 52918.5 39326.6 2.564 2.938 23974.2 83750.0 28.6 UKOOA

282 18890.6 7587.5 -0.5 52918.5 39326.6 2.564 2.938 23974.2 83750.0 28.6 UKOOA 275 18890.6 1900.5 0.3 42291.6 39326.6 2.564 2.938 20163.9 83750.0 24.1 UKOOA

275 18890.6 741.2 -0.3 37781.1 39326.6 1.000 1.000 19387.2 83750.0 23.1 UKOOA 278 18890.6 3272.3 0.3 37781.1 39326.6 1.000 1.000 21083.0 83750.0 25.2 UKOOA

278 18890.6 3272.3 -0.3 37781.1 39326.6 1.000 1.000 21083.0 83750.0 25.2 UKOOA 279 18890.6 1694.6 0.3 37781.1 39326.6 1.000 1.000 20026.0 83750.0 23.9 UKOOA

279 18890.6 1694.6 -0.3 37781.1 39326.6 1.000 1.000 20026.0 83750.0 23.9 UKOOA 283 18890.6 1574.8 0.3 37781.1 39326.6 1.000 1.000 19945.7 83750.0 23.8 UKOOA

283 18890.6 1574.8 -0.3 37781.1 39326.6 1.000 1.000 19945.7 83750.0 23.8 UKOOA 284 18890.6 3072.8 0.3 37781.1 39326.6 1.000 1.000 20949.3 83750.0 25.0 UKOOA

284 18890.6 3072.8 -0.3 37781.1 39326.6 1.000 1.000 20949.3 83750.0 25.0 UKOOA 285 18890.6 887.3 0.3 37781.1 39326.6 1.000 1.000 19485.1 83750.0 23.3 UKOOA


281

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

285 18890.6 2275.1 -0.3 42991.6 39326.6 2.564 2.938 20414.9 83750.0 24.4 UKOOA 286 18890.6 7538.3 0.2 52826.6 39326.6 2.564 2.938 23941.3 83750.0 28.6 UKOOA

286 18890.6 7538.3 -0.2 52826.6 39326.6 2.564 2.938 23941.3 83750.0 28.6 UKOOA 276 18890.6 3696.4 0.1 45647.4 39326.6 2.564 2.938 21367.1 83750.0 25.5 UKOOA

276 18890.6 1441.7 -0.1 37781.1 39326.6 1.000 1.000 19856.5 83750.0 23.7 UKOOA 287 18890.6 2476.9 0.1 37781.1 39326.6 1.000 1.000 20550.1 83750.0 24.5 UKOOA

287 18890.6 2476.9 -0.1 37781.1 39326.6 1.000 1.000 20550.1 83750.0 24.5 UKOOA 288 18890.6 1908.4 0.1 37781.1 39326.6 1.000 1.000 20169.2 83750.0 24.1 UKOOA

288 18890.6 1908.4 -0.1 37781.1 39326.6 1.000 1.000 20169.2 83750.0 24.1 UKOOA 289 18890.6 752.0 0.1 37781.1 39326.6 1.000 1.000 19394.4 83750.0 23.2 UKOOA

289 18890.6 752.0 -0.1 37781.1 39326.6 1.000 1.000 19394.4 83750.0 23.2 UKOOA 291 18890.6 78.5 0.1 37781.1 39326.6 1.000 1.000 18943.1 83750.0 22.6 UKOOA

291 18890.6 78.5 -0.1 37781.1 39326.6 1.000 1.000 18943.1 83750.0 22.6 UKOOA 292 18890.6 12.4 0.1 37781.1 39326.6 1.000 1.000 18898.9 83750.0 22.6 UKOOA

292 18890.6 12.4 -0.1 37781.1 39326.6 1.000 1.000 18898.9 83750.0 22.6 UKOOA 293 18890.6 5.5 0.1 37781.1 39326.6 1.000 1.000 18894.3 83750.0 22.6 UKOOA

293 18890.6 5.5 -0.1 37781.1 39326.6 1.000 1.000 18894.3 83750.0 22.6 UKOOA 280 18890.6 15.0 0.1 37781.1 39326.6 2.300 2.300 18900.6 83750.0 22.6 UKOOA

280 18890.6 87.4 -0.4 37781.1 39326.6 1.000 1.000 18949.1 83750.0 22.6 UKOOA 294 18890.6 72.3 0.4 37781.1 39326.6 1.000 1.000 18939.0 83750.0 22.6 UKOOA

294 18890.6 72.3 -0.4 37781.1 39326.6 1.000 1.000 18939.0 83750.0 22.6 UKOOA


282

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

295 18890.6 14.8 0.4 37781.1 39326.6 1.000 1.000 18900.4 83750.0 22.6 UKOOA

295 18890.6 14.8 -0.4 37781.1 39326.6 1.000 1.000 18900.4 83750.0 22.6 UKOOA 296 18890.6 25.1 0.4 37781.1 39326.6 1.000 1.000 18907.4 83750.0 22.6 UKOOA

296 18890.6 25.1 -0.4 37781.1 39326.6 1.000 1.000 18907.4 83750.0 22.6 UKOOA 297 18890.6 23.3 0.4 37781.1 39326.6 1.000 1.000 18906.2 83750.0 22.6 UKOOA

297 18890.6 23.3 -0.4 37781.1 39326.6 1.000 1.000 18906.2 83750.0 22.6 UKOOA 298 18890.6 13.0 0.4 37781.1 39326.6 1.000 1.000 18899.3 83750.0 22.6 UKOOA

298 18890.6 13.0 -0.4 37781.1 39326.6 1.000 1.000 18899.3 83750.0 22.6 UKOOA 290 18890.6 48.6 0.4 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

290 18890.6 48.6 -0.4 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 300 18890.6 199.4 0.4 37781.1 39326.6 1.000 1.000 19024.1 83750.0 22.7 UKOOA

320 18890.6 199.4 -0.4 37781.1 39326.6 1.000 1.000 19024.1 83750.0 22.7 UKOOA 330 18890.6 48.5 0.4 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

330 18890.6 48.5 -0.4 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 331 18890.6 23.0 0.4 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA

331 18890.6 23.0 -0.4 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA 332 18890.6 24.9 0.4 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA

332 18890.6 24.9 -0.4 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA 333 18890.6 11.8 0.4 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA

333 18890.6 11.8 -0.4 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA 334 18890.6 1.2 0.4 37781.1 39326.6 1.000 1.000 18891.4 83750.0 22.6 UKOOA


283

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

334 18890.6 1.2 -0.4 37781.1 39326.6 1.000 1.000 18891.4 83750.0 22.6 UKOOA 335 18890.6 2.3 0.4 37781.1 39326.6 1.000 1.000 18892.1 83750.0 22.6 UKOOA

335 18890.6 2.3 -0.4 37781.1 39326.6 1.000 1.000 18892.1 83750.0 22.6 UKOOA 336 18890.6 6.2 0.4 37781.1 39326.6 1.000 1.000 18894.8 83750.0 22.6 UKOOA

336 18890.6 6.2 -0.4 37781.1 39326.6 1.000 1.000 18894.8 83750.0 22.6 UKOOA 337 18890.6 22.8 0.4 37781.1 39326.6 1.000 1.000 18905.8 83750.0 22.6 UKOOA

337 18890.6 22.8 -0.4 37781.1 39326.6 1.000 1.000 18905.8 83750.0 22.6 UKOOA 338 18890.6 131.3 0.4 37781.1 39326.6 1.000 1.000 18978.5 83750.0 22.7 UKOOA

338 18890.6 131.3 -0.4 37781.1 39326.6 1.000 1.000 18978.5 83750.0 22.7 UKOOA 339 18890.6 1057.5 0.4 37781.1 39326.6 1.000 1.000 19599.1 83750.0 23.4 UKOOA

339 18890.6 1057.5 -0.4 37781.1 39326.6 1.000 1.000 19599.1 83750.0 23.4 UKOOA 341 18890.6 2927.1 0.4 37781.1 39326.6 1.000 1.000 20851.7 83750.0 24.9 UKOOA

341 18890.6 2927.1 -0.4 37781.1 39326.6 1.000 1.000 20851.7 83750.0 24.9 UKOOA 342 18890.6 4249.2 0.4 37781.1 39326.6 1.000 1.000 21737.5 83750.0 26.0 UKOOA

342 18890.6 4249.2 -0.4 37781.1 39326.6 1.000 1.000 21737.5 83750.0 26.0 UKOOA 343 18890.6 770.7 0.4 37781.1 39326.6 1.000 1.000 19406.9 83750.0 23.2 UKOOA

343 18890.6 1641.1 -0.4 41612.5 39326.6 2.129 2.440 19990.1 83750.0 23.9 UKOOA 344 18890.6 8890.0 0.2 55499.7 39326.6 2.129 2.440 24846.9 83750.0 29.7 UKOOA

344 18890.6 8890.0 -0.2 55499.7 39326.6 2.129 2.440 24846.9 83750.0 29.7 UKOOA 340 18890.6 1793.9 0.0 41905.2 39326.6 2.129 2.440 20092.5 83750.0 24.0 UKOOA


284

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

340 18890.6 842.4 -0.0 37781.1 39326.6 1.000 1.000 19455.0 83750.0 23.2 UKOOA 345 18890.6 4198.0 0.0 37781.1 39326.6 1.000 1.000 21703.2 83750.0 25.9 UKOOA

345 18890.6 4198.0 -0.0 37781.1 39326.6 1.000 1.000 21703.2 83750.0 25.9 UKOOA 346 18890.6 2908.5 0.0 37781.1 39326.6 1.000 1.000 20839.2 83750.0 24.9 UKOOA

346 18890.6 2908.5 -0.0 37781.1 39326.6 1.000 1.000 20839.2 83750.0 24.9 UKOOA 347 18890.6 1055.8 0.0 37781.1 39326.6 1.000 1.000 19597.9 83750.0 23.4 UKOOA

347 18890.6 1055.8 -0.0 37781.1 39326.6 1.000 1.000 19597.9 83750.0 23.4 UKOOA 348 18890.6 130.3 0.0 37781.1 39326.6 1.000 1.000 18977.9 83750.0 22.7 UKOOA

348 18890.6 130.3 -0.0 37781.1 39326.6 1.000 1.000 18977.9 83750.0 22.7 UKOOA 349 18890.6 23.5 0.0 37781.1 39326.6 1.000 1.000 18906.3 83750.0 22.6 UKOOA

349 18890.6 23.5 -0.0 37781.1 39326.6 1.000 1.000 18906.3 83750.0 22.6 UKOOA 351 18890.6 5.0 0.0 37781.1 39326.6 1.000 1.000 18893.9 83750.0 22.6 UKOOA

351 18890.6 5.0 -0.0 37781.1 39326.6 1.000 1.000 18893.9 83750.0 22.6 UKOOA 352 18890.6 0.8 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA

352 18890.6 0.8 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA 353 18890.6 0.1 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA

353 18890.6 0.1 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA 354 18890.6 1.1 0.0 37781.1 39326.6 1.000 1.000 18891.3 83750.0 22.6 UKOOA

354 18890.6 1.1 -0.0 37781.1 39326.6 1.000 1.000 18891.3 83750.0 22.6 UKOOA 355 18890.6 4.4 0.0 37781.1 39326.6 1.000 1.000 18893.5 83750.0 22.6 UKOOA

355 18890.6 4.4 -0.0 37781.1 39326.6 1.000 1.000 18893.5 83750.0 22.6 UKOOA


285

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

350 18890.6 37.8 0.0 37781.1 39326.6 2.300 2.300 18915.9 83750.0 22.6 UKOOA

350 18890.6 17.7 -0.0 37781.1 39326.6 1.000 1.000 18902.4 83750.0 22.6 UKOOA 356 18890.6 5.1 0.0 37781.1 39326.6 1.000 1.000 18894.0 83750.0 22.6 UKOOA

356 18890.6 5.1 -0.0 37781.1 39326.6 1.000 1.000 18894.0 83750.0 22.6 UKOOA 357 18890.6 2.6 0.0 37781.1 39326.6 1.000 1.000 18892.3 83750.0 22.6 UKOOA

357 18890.6 2.6 -0.0 37781.1 39326.6 1.000 1.000 18892.3 83750.0 22.6 UKOOA 358 18890.6 5.6 0.0 37781.1 39326.6 1.000 1.000 18894.3 83750.0 22.6 UKOOA

358 18890.6 5.6 -0.0 37781.1 39326.6 1.000 1.000 18894.3 83750.0 22.6 UKOOA 359 18890.6 23.9 0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.0 22.6 UKOOA

359 18890.6 23.9 -0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.0 22.6 UKOOA 361 18890.6 131.3 0.0 37781.1 39326.6 1.000 1.000 18978.5 83750.0 22.7 UKOOA

361 18890.6 131.3 -0.0 37781.1 39326.6 1.000 1.000 18978.5 83750.0 22.7 UKOOA 362 18890.6 1058.9 0.0 37781.1 39326.6 1.000 1.000 19600.0 83750.0 23.4 UKOOA

362 18890.6 1058.9 -0.0 37781.1 39326.6 1.000 1.000 19600.0 83750.0 23.4 UKOOA 363 18890.6 2923.4 0.0 37781.1 39326.6 1.000 1.000 20849.3 83750.0 24.9 UKOOA

363 18890.6 2923.4 -0.0 37781.1 39326.6 1.000 1.000 20849.3 83750.0 24.9 UKOOA 364 18890.6 4230.4 0.0 37781.1 39326.6 1.000 1.000 21724.9 83750.0 25.9 UKOOA

364 18890.6 4230.4 -0.0 37781.1 39326.6 1.000 1.000 21724.9 83750.0 25.9 UKOOA 365 18890.6 812.7 0.0 37781.1 39326.6 1.000 1.000 19435.1 83750.0 23.2 UKOOA

365 18890.6 1730.7 -0.0 41784.1 39326.6 2.129 2.440 20050.1 83750.0 23.9 UKOOA 366 18890.6 8909.9 0.0 55537.7 39326.6 2.129 2.440 24860.2 83750.0 29.7 UKOOA


286

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

366 18890.6 8909.9 -0.0 55537.7 39326.6 2.129 2.440 24860.2 83750.0 29.7 UKOOA 360 18890.6 1712.9 -0.0 41749.9 39326.6 2.129 2.440 20038.2 83750.0 23.9 UKOOA

360 18890.6 804.4 0.0 37781.1 39326.6 1.000 1.000 19429.5 83750.0 23.2 UKOOA 367 18890.6 4236.3 -0.0 37781.1 39326.6 1.000 1.000 21728.9 83750.0 25.9 UKOOA

367 18890.6 4236.3 0.0 37781.1 39326.6 1.000 1.000 21728.9 83750.0 25.9 UKOOA 368 18890.6 2925.6 -0.0 37781.1 39326.6 1.000 1.000 20850.7 83750.0 24.9 UKOOA

368 18890.6 2925.6 0.0 37781.1 39326.6 1.000 1.000 20850.7 83750.0 24.9 UKOOA 369 18890.6 1059.1 -0.0 37781.1 39326.6 1.000 1.000 19600.2 83750.0 23.4 UKOOA

369 18890.6 1059.1 0.0 37781.1 39326.6 1.000 1.000 19600.2 83750.0 23.4 UKOOA 371 18890.6 131.4 -0.0 37781.1 39326.6 1.000 1.000 18978.6 83750.0 22.7 UKOOA

371 18890.6 131.4 0.0 37781.1 39326.6 1.000 1.000 18978.6 83750.0 22.7 UKOOA 372 18890.6 23.7 -0.0 37781.1 39326.6 1.000 1.000 18906.5 83750.0 22.6 UKOOA

372 18890.6 23.7 0.0 37781.1 39326.6 1.000 1.000 18906.5 83750.0 22.6 UKOOA 373 18890.6 5.1 -0.0 37781.1 39326.6 1.000 1.000 18894.0 83750.0 22.6 UKOOA

373 18890.6 5.1 0.0 37781.1 39326.6 1.000 1.000 18894.0 83750.0 22.6 UKOOA 374 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA

374 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA 375 18890.6 0.1 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA

375 18890.6 0.1 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA 376 18890.6 0.7 -0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0 22.6 UKOOA


287

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

376 18890.6 0.7 0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0 22.6 UKOOA 377 18890.6 3.3 -0.0 37781.1 39326.6 1.000 1.000 18892.8 83750.0 22.6 UKOOA

377 18890.6 3.3 0.0 37781.1 39326.6 1.000 1.000 18892.8 83750.0 22.6 UKOOA 370 18890.6 28.3 -0.0 37781.1 39326.6 2.300 2.300 18909.6 83750.0 22.6 UKOOA

370 18890.6 7.5 -0.1 37781.1 39326.6 1.000 1.000 18895.6 83750.0 22.6 UKOOA 378 18890.6 2.1 0.1 37781.1 39326.6 1.000 1.000 18892.0 83750.0 22.6 UKOOA

378 18890.6 2.1 -0.1 37781.1 39326.6 1.000 1.000 18892.0 83750.0 22.6 UKOOA 379 18890.6 0.4 0.1 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA

379 18890.6 0.4 -0.1 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA 381 18890.6 0.5 0.1 37781.1 39326.6 1.000 1.000 18890.9 83750.0 22.6 UKOOA

381 18890.6 0.5 -0.1 37781.1 39326.6 1.000 1.000 18890.9 83750.0 22.6 UKOOA 382 18890.6 3.7 0.1 37781.1 39326.6 1.000 1.000 18893.1 83750.0 22.6 UKOOA

382 18890.6 3.7 -0.1 37781.1 39326.6 1.000 1.000 18893.1 83750.0 22.6 UKOOA 389 18890.6 17.7 0.1 37781.1 39326.6 1.000 1.000 18902.4 83750.0 22.6 UKOOA

389 18890.6 17.7 -0.1 37781.1 39326.6 1.000 1.000 18902.4 83750.0 22.6 UKOOA 391 18890.6 98.1 0.1 37781.1 39326.6 1.000 1.000 18956.3 83750.0 22.6 UKOOA

391 18890.6 98.1 -0.1 37781.1 39326.6 1.000 1.000 18956.3 83750.0 22.6 UKOOA 392 18890.6 809.8 0.1 37781.1 39326.6 1.000 1.000 19433.1 83750.0 23.2 UKOOA

392 18890.6 809.8 -0.1 37781.1 39326.6 1.000 1.000 19433.1 83750.0 23.2 UKOOA 393 18890.6 2208.1 0.1 37781.1 39326.6 1.000 1.000 20370.0 83750.0 24.3 UKOOA

393 18890.6 2208.1 -0.1 37781.1 39326.6 1.000 1.000 20370.0 83750.0 24.3 UKOOA


288

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

394 18890.6 3148.6 0.1 37781.1 39326.6 1.000 1.000 21000.1 83750.0 25.1 UKOOA

394 18890.6 3148.6 -0.1 37781.1 39326.6 1.000 1.000 21000.1 83750.0 25.1 UKOOA 395 18890.6 763.1 0.1 37781.1 39326.6 1.000 1.000 19401.9 83750.0 23.2 UKOOA

395 18890.6 1956.7 -0.1 42396.5 39326.6 2.564 2.938 20201.5 83750.0 24.1 UKOOA 396 18890.6 4099.8 -0.6 46401.2 39326.6 2.564 2.938 21637.4 83750.0 25.8 UKOOA

396 18890.6 4099.8 0.6 46401.2 39326.6 2.564 2.938 21637.4 83750.0 25.8 UKOOA 380 18890.6 6314.7 1.6 50540.0 39326.6 2.564 2.938 23121.4 83750.0 27.6 UKOOA

380 18890.6 2462.8 -1.6 37781.1 39326.6 1.000 1.000 20540.7 83750.0 24.5 UKOOA 383 18890.6 5431.0 1.6 37781.1 39326.6 1.000 1.000 22529.4 83750.0 26.9 UKOOA

383 18890.6 5431.0 -1.6 37781.1 39326.6 1.000 1.000 22529.4 83750.0 26.9 UKOOA 384 18890.6 3000.6 1.6 37781.1 39326.6 1.000 1.000 20901.0 83750.0 25.0 UKOOA

384 18890.6 3000.6 -1.6 37781.1 39326.6 1.000 1.000 20901.0 83750.0 25.0 UKOOA 397 18890.6 787.2 1.6 37781.1 39326.6 1.000 1.000 19418.0 83750.0 23.2 UKOOA

397 18890.6 787.2 -1.6 37781.1 39326.6 1.000 1.000 19418.0 83750.0 23.2 UKOOA 398 18890.6 712.7 1.6 37781.1 39326.6 1.000 1.000 19368.1 83750.0 23.1 UKOOA

398 18890.6 712.7 -1.6 37781.1 39326.6 1.000 1.000 19368.1 83750.0 23.1 UKOOA 399 18890.6 2097.1 1.6 37781.1 39326.6 1.000 1.000 20295.6 83750.0 24.2 UKOOA

399 18890.6 2097.1 -1.6 37781.1 39326.6 1.000 1.000 20295.6 83750.0 24.2 UKOOA 401 18890.6 3146.7 1.6 37781.1 39326.6 1.000 1.000 20998.8 83750.0 25.1 UKOOA

401 18890.6 3146.7 -1.6 37781.1 39326.6 1.000 1.000 20998.8 83750.0 25.1 UKOOA 402 18890.6 333.8 1.6 37781.1 39326.6 1.000 1.000 19114.2 83750.0 22.8 UKOOA


289

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

402 18890.6 856.2 -1.6 40339.6 39326.6 2.564 2.938 19464.2 83750.0 23.2 UKOOA 403 18890.6 6348.0 0.5 50602.4 39326.6 2.564 2.938 23143.8 83750.0 27.6 UKOOA

403 18890.6 6348.0 -0.5 50602.4 39326.6 2.564 2.938 23143.8 83750.0 27.6 UKOOA 385 18890.6 4129.6 0.6 46457.0 39326.6 2.564 2.938 21657.4 83750.0 25.9 UKOOA

385 18890.6 1610.6 -0.6 37781.1 39326.6 1.000 1.000 19969.7 83750.0 23.8 UKOOA 387 18890.6 1612.7 0.6 37781.1 39326.6 1.000 1.000 19971.1 83750.0 23.8 UKOOA

387 18890.6 1612.7 -0.6 37781.1 39326.6 1.000 1.000 19971.1 83750.0 23.8 UKOOA 388 18890.6 922.1 0.6 37781.1 39326.6 1.000 1.000 19508.4 83750.0 23.3 UKOOA

388 18890.6 922.1 -0.6 37781.1 39326.6 1.000 1.000 19508.4 83750.0 23.3 UKOOA 404 18890.6 2169.5 0.6 37781.1 39326.6 1.000 1.000 20344.2 83750.0 24.3 UKOOA

404 18890.6 2169.5 -0.6 37781.1 39326.6 1.000 1.000 20344.2 83750.0 24.3 UKOOA 405 18890.6 3805.4 0.6 37781.1 39326.6 1.000 1.000 21440.2 83750.0 25.6 UKOOA

405 18890.6 3805.4 -0.6 37781.1 39326.6 1.000 1.000 21440.2 83750.0 25.6 UKOOA 406 18890.6 13.7 0.6 37781.1 39326.6 1.000 1.000 18899.7 83750.0 22.6 UKOOA

406 18890.6 35.1 -0.6 38805.7 39326.6 2.564 2.938 18914.1 83750.0 22.6 UKOOA 407 18890.6 6895.7 0.4 51625.7 39326.6 2.564 2.938 23510.7 83750.0 28.1 UKOOA

407 18890.6 6895.7 -0.4 51625.7 39326.6 2.564 2.938 23510.7 83750.0 28.1 UKOOA 386 18890.6 5564.5 0.1 49138.3 39326.6 2.564 2.938 22618.8 83750.0 27.0 UKOOA

386 18890.6 2170.3 -0.1 37781.1 39326.6 1.000 1.000 20344.6 83750.0 24.3 UKOOA 408 18890.6 1220.3 0.1 37781.1 39326.6 1.000 1.000 19708.2 83750.0 23.5 UKOOA


290

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

408 18890.6 1220.3 -0.1 37781.1 39326.6 1.000 1.000 19708.2 83750.0 23.5 UKOOA 409 18890.6 1237.9 0.1 37781.1 39326.6 1.000 1.000 19719.9 83750.0 23.5 UKOOA

409 18890.6 1237.9 -0.1 37781.1 39326.6 1.000 1.000 19719.9 83750.0 23.5 UKOOA 411 18890.6 570.4 0.1 37781.1 39326.6 1.000 1.000 19272.8 83750.0 23.0 UKOOA

411 18890.6 570.4 -0.1 37781.1 39326.6 1.000 1.000 19272.8 83750.0 23.0 UKOOA 412 18890.6 42.7 0.1 37781.1 39326.6 1.000 1.000 18919.1 83750.0 22.6 UKOOA

412 18890.6 42.7 -0.1 37781.1 39326.6 1.000 1.000 18919.1 83750.0 22.6 UKOOA 413 18890.6 11.1 0.1 37781.1 39326.6 1.000 1.000 18898.0 83750.0 22.6 UKOOA

413 18890.6 11.1 -0.1 37781.1 39326.6 1.000 1.000 18898.0 83750.0 22.6 UKOOA 414 18890.6 3.9 0.1 37781.1 39326.6 1.000 1.000 18893.2 83750.0 22.6 UKOOA

414 18890.6 3.9 -0.1 37781.1 39326.6 1.000 1.000 18893.2 83750.0 22.6 UKOOA 415 18890.6 12.4 0.1 37781.1 39326.6 1.000 1.000 18898.9 83750.0 22.6 UKOOA

415 18890.6 12.4 -0.1 37781.1 39326.6 1.000 1.000 18898.9 83750.0 22.6 UKOOA 416 18890.6 24.7 0.1 37781.1 39326.6 1.000 1.000 18907.1 83750.0 22.6 UKOOA

416 18890.6 24.7 -0.1 37781.1 39326.6 1.000 1.000 18907.1 83750.0 22.6 UKOOA 417 18890.6 22.9 0.1 37781.1 39326.6 1.000 1.000 18905.9 83750.0 22.6 UKOOA

417 18890.6 22.9 -0.1 37781.1 39326.6 1.000 1.000 18905.9 83750.0 22.6 UKOOA 418 18890.6 13.2 0.1 37781.1 39326.6 1.000 1.000 18899.4 83750.0 22.6 UKOOA

418 18890.6 13.2 -0.1 37781.1 39326.6 1.000 1.000 18899.4 83750.0 22.6 UKOOA 390 18890.6 48.7 0.1 37781.1 39326.6 1.000 1.000 18923.2 83750.0 22.6 UKOOA

390 18890.6 48.7 -0.1 37781.1 39326.6 1.000 1.000 18923.2 83750.0 22.6 UKOOA


291

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

400 18890.6 199.5 0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0 22.7 UKOOA

420 18890.6 199.6 -0.1 37781.1 39326.6 1.000 1.000 19024.3 83750.0 22.7 UKOOA 430 18890.6 50.8 0.1 37781.1 39326.6 1.000 1.000 18924.6 83750.0 22.6 UKOOA

430 18890.6 50.8 -0.1 37781.1 39326.6 1.000 1.000 18924.6 83750.0 22.6 UKOOA 431 18890.6 89.0 0.1 37781.1 39326.6 1.000 1.000 18950.2 83750.0 22.6 UKOOA

431 18890.6 89.0 -0.1 37781.1 39326.6 1.000 1.000 18950.2 83750.0 22.6 UKOOA 432 18890.6 220.8 0.1 37781.1 39326.6 1.000 1.000 19038.5 83750.0 22.7 UKOOA

432 18890.6 220.8 -0.1 37781.1 39326.6 1.000 1.000 19038.5 83750.0 22.7 UKOOA 433 18890.6 282.7 0.1 37781.1 39326.6 1.000 1.000 19080.0 83750.0 22.8 UKOOA

433 18890.6 282.7 -0.1 37781.1 39326.6 1.000 1.000 19080.0 83750.0 22.8 UKOOA 434 18890.6 2356.5 0.1 37781.1 39326.6 1.000 1.000 20469.4 83750.0 24.4 UKOOA

434 18890.6 2356.5 -0.1 37781.1 39326.6 1.000 1.000 20469.4 83750.0 24.4 UKOOA 440 18890.6 10962.9 0.1 37781.1 39326.6 2.300 2.300 26235.7 83750.0 31.3 UKOOA

440 18890.6 4882.6 -0.0 37781.1 39326.6 1.000 1.000 22161.9 83750.0 26.5 UKOOA 441 18890.6 2430.7 0.0 37781.1 39326.6 1.000 1.000 20519.1 83750.0 24.5 UKOOA

441 18890.6 2430.7 -0.0 37781.1 39326.6 1.000 1.000 20519.1 83750.0 24.5 UKOOA 442 18890.6 1548.9 0.0 37781.1 39326.6 1.000 1.000 19928.3 83750.0 23.8 UKOOA

442 18890.6 1548.9 -0.0 37781.1 39326.6 1.000 1.000 19928.3 83750.0 23.8 UKOOA 443 18890.6 501.2 0.0 37781.1 39326.6 1.000 1.000 19226.4 83750.0 23.0 UKOOA

443 18890.6 501.2 -0.0 37781.1 39326.6 1.000 1.000 19226.4 83750.0 23.0 UKOOA 444 18890.6 300.1 0.0 37781.1 39326.6 1.000 1.000 19091.7 83750.0 22.8 UKOOA


292

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

444 18890.6 300.1 -0.0 37781.1 39326.6 1.000 1.000 19091.7 83750.0 22.8 UKOOA 445 18890.6 110.3 0.0 37781.1 39326.6 1.000 1.000 18964.5 83750.0 22.6 UKOOA

445 18890.6 110.3 -0.0 37781.1 39326.6 1.000 1.000 18964.5 83750.0 22.6 UKOOA 450 18890.6 228.5 0.0 37781.1 39326.6 1.000 1.000 19043.6 83750.0 22.7 UKOOA

470 18890.6 235.1 -0.0 37781.1 39326.6 1.000 1.000 19048.1 83750.0 22.7 UKOOA 480 18890.6 57.5 0.0 37781.1 39326.6 1.000 1.000 18929.1 83750.0 22.6 UKOOA

480 18890.6 57.5 -0.0 37781.1 39326.6 1.000 1.000 18929.1 83750.0 22.6 UKOOA 481 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA

481 18890.6 24.9 -0.0 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA 482 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA

482 18890.6 24.9 -0.0 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA 483 18890.6 12.0 0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0 22.6 UKOOA

483 18890.6 12.0 -0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0 22.6 UKOOA 484 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA

484 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA 489 18890.6 0.2 0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0 22.6 UKOOA

489 18890.6 0.2 -0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0 22.6 UKOOA 491 18890.6 0.1 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA

491 18890.6 0.1 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0 22.6 UKOOA 492 18890.6 0.2 0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0 22.6 UKOOA


293

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

492 18890.6 0.2 -0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0 22.6 UKOOA 493 18890.6 0.4 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA

493 18890.6 0.4 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA 494 18890.6 2.8 0.0 37781.1 39326.6 1.000 1.000 18892.5 83750.0 22.6 UKOOA

494 18890.6 2.8 -0.0 37781.1 39326.6 1.000 1.000 18892.5 83750.0 22.6 UKOOA 495 18890.6 13.5 0.0 37781.1 39326.6 1.000 1.000 18899.6 83750.0 22.6 UKOOA

495 18890.6 13.5 -0.0 37781.1 39326.6 1.000 1.000 18899.6 83750.0 22.6 UKOOA 496 18890.6 75.0 0.0 37781.1 39326.6 1.000 1.000 18940.8 83750.0 22.6 UKOOA

496 18890.6 75.0 -0.0 37781.1 39326.6 1.000 1.000 18940.8 83750.0 22.6 UKOOA 497 18890.6 750.3 0.0 37781.1 39326.6 1.000 1.000 19393.3 83750.0 23.2 UKOOA

497 18890.6 750.3 -0.0 37781.1 39326.6 1.000 1.000 19393.3 83750.0 23.2 UKOOA 501 18890.6 1854.4 0.0 37781.1 39326.6 1.000 1.000 20133.0 83750.0 24.0 UKOOA

501 18890.6 1854.4 -0.0 37781.1 39326.6 1.000 1.000 20133.0 83750.0 24.0 UKOOA 502 18890.6 2314.0 0.0 37781.1 39326.6 1.000 1.000 20440.9 83750.0 24.4 UKOOA

502 18890.6 2314.0 -0.0 37781.1 39326.6 1.000 1.000 20440.9 83750.0 24.4 UKOOA 503 18890.6 1698.3 0.0 37781.1 39326.6 1.000 1.000 20028.4 83750.0 23.9 UKOOA

503 18890.6 4354.4 -0.0 46877.0 39326.6 2.564 2.938 21808.0 83750.0 26.0 UKOOA 504 18890.6 7810.9 0.0 53336.0 39326.6 2.564 2.938 24123.9 83750.0 28.8 UKOOA

504 18890.6 7810.9 -0.0 53336.0 39326.6 2.564 2.938 24123.9 83750.0 28.8 UKOOA 485 18890.6 1852.3 0.0 42201.5 39326.6 2.564 2.938 20131.6 83750.0 24.0 UKOOA

485 18890.6 722.4 -0.0 37781.1 39326.6 1.000 1.000 19374.6 83750.0 23.1 UKOOA


294

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

487 18890.6 3460.8 0.0 37781.1 39326.6 1.000 1.000 21209.3 83750.0 25.3 UKOOA

487 18890.6 3460.8 -0.0 37781.1 39326.6 1.000 1.000 21209.3 83750.0 25.3 UKOOA 488 18890.6 1953.1 0.0 37781.1 39326.6 1.000 1.000 20199.2 83750.0 24.1 UKOOA

488 18890.6 1953.1 -0.0 37781.1 39326.6 1.000 1.000 20199.2 83750.0 24.1 UKOOA 505 18890.6 1804.3 0.0 37781.1 39326.6 1.000 1.000 20099.5 83750.0 24.0 UKOOA

505 18890.6 1804.3 -0.0 37781.1 39326.6 1.000 1.000 20099.5 83750.0 24.0 UKOOA 506 18890.6 3199.2 0.0 37781.1 39326.6 1.000 1.000 21034.0 83750.0 25.1 UKOOA

506 18890.6 3199.2 -0.0 37781.1 39326.6 1.000 1.000 21034.0 83750.0 25.1 UKOOA 507 18890.6 916.1 0.0 37781.1 39326.6 1.000 1.000 19504.3 83750.0 23.3 UKOOA

507 18890.6 2348.8 -0.0 43129.4 39326.6 2.564 2.938 20464.3 83750.0 24.4 UKOOA 508 18890.6 7746.4 0.0 53215.5 39326.6 2.564 2.938 24080.7 83750.0 28.8 UKOOA

508 18890.6 7746.4 -0.0 53215.5 39326.6 2.564 2.938 24080.7 83750.0 28.8 UKOOA 486 18890.6 3792.6 0.0 45827.2 39326.6 2.564 2.938 21431.6 83750.0 25.6 UKOOA

486 18890.6 1479.2 -0.0 37781.1 39326.6 1.000 1.000 19881.6 83750.0 23.7 UKOOA 509 18890.6 2544.8 0.0 37781.1 39326.6 1.000 1.000 20595.6 83750.0 24.6 UKOOA

509 18890.6 2544.8 -0.0 37781.1 39326.6 1.000 1.000 20595.6 83750.0 24.6 UKOOA 511 18890.6 1960.3 0.0 37781.1 39326.6 1.000 1.000 20204.0 83750.0 24.1 UKOOA

511 18890.6 1960.3 -0.0 37781.1 39326.6 1.000 1.000 20204.0 83750.0 24.1 UKOOA 512 18890.6 772.0 0.0 37781.1 39326.6 1.000 1.000 19407.8 83750.0 23.2 UKOOA

512 18890.6 772.0 -0.0 37781.1 39326.6 1.000 1.000 19407.8 83750.0 23.2 UKOOA 513 18890.6 82.6 0.0 37781.1 39326.6 1.000 1.000 18945.9 83750.0 22.6 UKOOA


295

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

513 18890.6 82.6 -0.0 37781.1 39326.6 1.000 1.000 18945.9 83750.0 22.6 UKOOA 514 18890.6 17.3 0.0 37781.1 39326.6 1.000 1.000 18902.1 83750.0 22.6 UKOOA

514 18890.6 17.3 -0.0 37781.1 39326.6 1.000 1.000 18902.1 83750.0 22.6 UKOOA 515 18890.6 4.7 0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0 22.6 UKOOA

515 18890.6 4.7 -0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0 22.6 UKOOA 516 18890.6 2.1 0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0 22.6 UKOOA

516 18890.6 2.1 -0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0 22.6 UKOOA 490 18890.6 1.9 0.0 37781.1 39326.6 2.300 2.300 18891.8 83750.0 22.6 UKOOA

490 18890.6 20.5 0.2 37781.1 39326.6 1.000 1.000 18904.3 83750.0 22.6 UKOOA 498 18890.6 16.6 -0.2 37781.1 39326.6 1.000 1.000 18901.7 83750.0 22.6 UKOOA

498 18890.6 16.6 0.2 37781.1 39326.6 1.000 1.000 18901.7 83750.0 22.6 UKOOA 499 18890.6 27.8 -0.2 37781.1 39326.6 1.000 1.000 18909.2 83750.0 22.6 UKOOA

499 18890.6 27.8 0.2 37781.1 39326.6 1.000 1.000 18909.2 83750.0 22.6 UKOOA 517 18890.6 135.4 -0.2 37781.1 39326.6 1.000 1.000 18981.3 83750.0 22.7 UKOOA

517 18890.6 135.4 0.2 37781.1 39326.6 1.000 1.000 18981.3 83750.0 22.7 UKOOA 518 18890.6 1048.6 -0.2 37781.1 39326.6 1.000 1.000 19593.1 83750.0 23.4 UKOOA

518 18890.6 1048.6 0.2 37781.1 39326.6 1.000 1.000 19593.1 83750.0 23.4 UKOOA 519 18890.6 2943.4 -0.2 37781.1 39326.6 1.000 1.000 20862.6 83750.0 24.9 UKOOA

519 18890.6 2943.4 0.2 37781.1 39326.6 1.000 1.000 20862.6 83750.0 24.9 UKOOA 521 18890.6 4340.7 -0.2 37781.1 39326.6 1.000 1.000 21798.8 83750.0 26.0 UKOOA


296

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

521 18890.6 4340.7 0.2 37781.1 39326.6 1.000 1.000 21798.8 83750.0 26.0 UKOOA 522 18890.6 556.9 -0.2 37781.1 39326.6 1.000 1.000 19263.7 83750.0 23.0 UKOOA

522 18890.6 1186.0 0.2 40740.5 39326.6 2.129 2.440 19685.2 83750.0 23.5 UKOOA 523 18890.6 8780.0 -0.1 55288.9 39326.6 2.129 2.440 24773.2 83750.0 29.6 UKOOA

523 18890.6 8780.0 0.1 55288.9 39326.6 2.129 2.440 24773.2 83750.0 29.6 UKOOA 500 18890.6 2204.9 -0.0 42692.4 39326.6 2.129 2.440 20367.8 83750.0 24.3 UKOOA

500 18890.6 1035.4 0.0 37781.1 39326.6 1.000 1.000 19584.3 83750.0 23.4 UKOOA 524 18890.6 4000.5 -0.0 37781.1 39326.6 1.000 1.000 21570.9 83750.0 25.8 UKOOA

524 18890.6 4000.5 0.0 37781.1 39326.6 1.000 1.000 21570.9 83750.0 25.8 UKOOA 525 18890.6 2818.9 -0.0 37781.1 39326.6 1.000 1.000 20779.3 83750.0 24.8 UKOOA

525 18890.6 2818.9 0.0 37781.1 39326.6 1.000 1.000 20779.3 83750.0 24.8 UKOOA 526 18890.6 1037.9 -0.0 37781.1 39326.6 1.000 1.000 19585.9 83750.0 23.4 UKOOA

526 18890.6 1037.9 0.0 37781.1 39326.6 1.000 1.000 19585.9 83750.0 23.4 UKOOA 527 18890.6 124.2 -0.0 37781.1 39326.6 1.000 1.000 18973.8 83750.0 22.7 UKOOA

527 18890.6 124.2 0.0 37781.1 39326.6 1.000 1.000 18973.8 83750.0 22.7 UKOOA 528 18890.6 21.2 -0.0 37781.1 39326.6 1.000 1.000 18904.8 83750.0 22.6 UKOOA

528 18890.6 21.2 0.0 37781.1 39326.6 1.000 1.000 18904.8 83750.0 22.6 UKOOA 529 18890.6 5.8 -0.0 37781.1 39326.6 1.000 1.000 18894.4 83750.0 22.6 UKOOA

529 18890.6 5.8 0.0 37781.1 39326.6 1.000 1.000 18894.4 83750.0 22.6 UKOOA 510 18890.6 1.8 -0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0 22.6 UKOOA

510 18890.6 1.8 0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0 22.6 UKOOA


297

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

531 18890.6 0.5 -0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0 22.6 UKOOA

531 18890.6 0.5 0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0 22.6 UKOOA 532 18890.6 0.2 -0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0 22.6 UKOOA

532 18890.6 0.2 0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0 22.6 UKOOA 533 18890.6 0.8 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA

533 18890.6 0.8 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA 534 18890.6 11.8 -0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA

534 18890.6 11.8 0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA 535 18890.6 24.9 -0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0 22.6 UKOOA

535 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0 22.6 UKOOA 536 18890.6 23.1 -0.0 37781.1 39326.6 1.000 1.000 18906.1 83750.0 22.6 UKOOA

536 18890.6 23.1 0.0 37781.1 39326.6 1.000 1.000 18906.1 83750.0 22.6 UKOOA 537 18890.6 13.0 -0.0 37781.1 39326.6 1.000 1.000 18899.3 83750.0 22.6 UKOOA

537 18890.6 13.0 0.0 37781.1 39326.6 1.000 1.000 18899.3 83750.0 22.6 UKOOA 520 18890.6 48.6 -0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

520 18890.6 48.6 0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 530 18890.6 199.4 -0.0 37781.1 39326.6 1.000 1.000 19024.2 83750.0 22.7 UKOOA

550 18890.6 199.6 0.0 37781.1 39326.6 1.000 1.000 19024.3 83750.0 22.7 UKOOA 560 18890.6 55.4 -0.0 37781.1 39326.6 1.000 1.000 18927.7 83750.0 22.6 UKOOA

560 18890.6 55.4 0.0 37781.1 39326.6 1.000 1.000 18927.7 83750.0 22.6 UKOOA 561 18890.6 100.3 -0.0 37781.1 39326.6 1.000 1.000 18957.8 83750.0 22.6 UKOOA


298

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

561 18890.6 100.3 0.0 37781.1 39326.6 1.000 1.000 18957.8 83750.0 22.6 UKOOA 562 18890.6 91.6 -0.0 37781.1 39326.6 1.000 1.000 18952.0 83750.0 22.6 UKOOA

562 18890.6 91.6 0.0 37781.1 39326.6 1.000 1.000 18952.0 83750.0 22.6 UKOOA 563 18890.6 220.1 -0.0 37781.1 39326.6 1.000 1.000 19038.1 83750.0 22.7 UKOOA

563 18890.6 220.1 0.0 37781.1 39326.6 1.000 1.000 19038.1 83750.0 22.7 UKOOA 564 18890.6 2938.3 -0.0 37781.1 39326.6 1.000 1.000 20859.2 83750.0 24.9 UKOOA

564 18890.6 2938.3 0.0 37781.1 39326.6 1.000 1.000 20859.2 83750.0 24.9 UKOOA 569 18890.6 1566.4 -0.0 37781.1 39326.6 1.000 1.000 19940.0 83750.0 23.8 UKOOA

569 18890.6 1566.4 0.0 37781.1 39326.6 1.000 1.000 19940.0 83750.0 23.8 UKOOA 570 18890.6 13963.3 -0.0 37781.1 39326.6 2.300 2.300 28246.0 83750.0 33.7 UKOOA

570 18890.6 5.3 -0.0 37781.1 39326.6 1.000 1.000 18894.1 83750.0 22.6 UKOOA 571 18890.6 1.4 0.0 37781.1 39326.6 1.000 1.000 18891.5 83750.0 22.6 UKOOA

571 18890.6 1.4 -0.0 37781.1 39326.6 1.000 1.000 18891.5 83750.0 22.6 UKOOA 572 18890.6 0.4 0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0 22.6 UKOOA

572 18890.6 0.4 -0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0 22.6 UKOOA 573 18890.6 0.4 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA

573 18890.6 0.4 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA 574 18890.6 1.2 0.0 37781.1 39326.6 1.000 1.000 18891.4 83750.0 22.6 UKOOA

574 18890.6 1.2 -0.0 37781.1 39326.6 1.000 1.000 18891.4 83750.0 22.6 UKOOA 580 18890.6 10.4 0.0 37781.1 39326.6 2.300 2.300 18897.5 83750.0 22.6 UKOOA


299

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

580 18890.6 13.5 0.1 37781.1 39326.6 1.000 1.000 18899.6 83750.0 22.6 UKOOA 590 18890.6 38.7 -0.1 37781.1 39326.6 2.300 2.300 18916.5 83750.0 22.6 UKOOA

590 18890.6 21.0 0.5 37781.1 39326.6 1.000 1.000 18904.6 83750.0 22.6 UKOOA 591 18890.6 6.1 -0.5 37781.1 39326.6 1.000 1.000 18894.6 83750.0 22.6 UKOOA

591 18890.6 6.1 0.5 37781.1 39326.6 1.000 1.000 18894.6 83750.0 22.6 UKOOA 592 18890.6 2.0 -0.5 37781.1 39326.6 1.000 1.000 18891.9 83750.0 22.6 UKOOA

592 18890.6 2.0 0.5 37781.1 39326.6 1.000 1.000 18891.9 83750.0 22.6 UKOOA 593 18890.6 1.1 -0.5 37781.1 39326.6 1.000 1.000 18891.3 83750.0 22.6 UKOOA

593 18890.6 1.1 0.5 37781.1 39326.6 1.000 1.000 18891.3 83750.0 22.6 UKOOA 594 18890.6 11.8 -0.5 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA

594 18890.6 11.8 0.5 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA 595 18890.6 24.9 -0.5 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA

595 18890.6 24.9 0.5 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA 596 18890.6 23.0 -0.5 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA

596 18890.6 23.0 0.5 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA 599 18890.6 12.8 -0.5 37781.1 39326.6 1.000 1.000 18899.1 83750.0 22.6 UKOOA

599 18890.6 12.8 0.5 37781.1 39326.6 1.000 1.000 18899.1 83750.0 22.6 UKOOA 600 18890.6 48.5 -0.5 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

600 18890.6 48.5 0.5 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 610 18890.6 199.4 -0.5 37781.1 39326.6 1.000 1.000 19024.1 83750.0 22.7 UKOOA

630 18890.6 199.4 0.5 37781.1 39326.6 1.000 1.000 19024.1 83750.0 22.7 UKOOA


300

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

640 18890.6 48.5 -0.5 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

640 18890.6 48.5 0.5 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 641 18890.6 23.1 -0.5 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA

641 18890.6 23.1 0.5 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA 642 18890.6 24.9 -0.5 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA

642 18890.6 24.9 0.5 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA 643 18890.6 12.2 -0.5 37781.1 39326.6 1.000 1.000 18898.8 83750.0 22.6 UKOOA

643 18890.6 12.2 0.5 37781.1 39326.6 1.000 1.000 18898.8 83750.0 22.6 UKOOA 644 18890.6 26.2 -0.5 37781.1 39326.6 1.000 1.000 18908.1 83750.0 22.6 UKOOA

644 18890.6 26.2 0.5 37781.1 39326.6 1.000 1.000 18908.1 83750.0 22.6 UKOOA 645 18890.6 66.2 -0.5 37781.1 39326.6 1.000 1.000 18934.9 83750.0 22.6 UKOOA

645 18890.6 66.2 0.5 37781.1 39326.6 1.000 1.000 18934.9 83750.0 22.6 UKOOA 299 18890.6 13.7 -0.5 37781.1 39326.6 1.000 1.000 18899.8 83750.0 22.6 UKOOA

299 18890.6 13.7 0.5 37781.1 39326.6 1.000 1.000 18899.8 83750.0 22.6 UKOOA 280 18890.6 93.7 -0.5 37781.1 39326.6 1.000 1.000 18953.3 83750.0 22.6 UKOOA

570 18890.6 6076.4 0.0 37781.1 39326.6 1.000 1.000 22961.7 83750.0 27.4 UKOOA 575 18890.6 2950.6 -0.0 37781.1 39326.6 1.000 1.000 20867.5 83750.0 24.9 UKOOA

575 18890.6 2950.6 0.0 37781.1 39326.6 1.000 1.000 20867.5 83750.0 24.9 UKOOA 576 18890.6 318.9 -0.0 37781.1 39326.6 1.000 1.000 19104.2 83750.0 22.8 UKOOA

576 18890.6 318.9 0.0 37781.1 39326.6 1.000 1.000 19104.2 83750.0 22.8 UKOOA 577 18890.6 51.6 -0.0 37781.1 39326.6 1.000 1.000 18925.2 83750.0 22.6 UKOOA


301

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

577 18890.6 51.6 0.0 37781.1 39326.6 1.000 1.000 18925.2 83750.0 22.6 UKOOA 578 18890.6 88.3 -0.0 37781.1 39326.6 1.000 1.000 18949.8 83750.0 22.6 UKOOA

578 18890.6 88.3 0.0 37781.1 39326.6 1.000 1.000 18949.8 83750.0 22.6 UKOOA 799 18890.6 67.7 -0.0 37781.1 39326.6 1.000 1.000 18935.9 83750.0 22.6 UKOOA

799 18890.6 67.7 0.0 37781.1 39326.6 1.000 1.000 18935.9 83750.0 22.6 UKOOA 800 18890.6 68.0 -0.0 37781.1 39326.6 1.000 1.000 18936.2 83750.0 22.6 UKOOA

800 18890.6 68.0 0.0 37781.1 39326.6 1.000 1.000 18936.2 83750.0 22.6 UKOOA 810 18890.6 200.0 -0.0 37781.1 39326.6 1.000 1.000 19024.6 83750.0 22.7 UKOOA

825 18890.6 199.4 0.0 37781.1 39326.6 1.000 1.000 19024.2 83750.0 22.7 UKOOA 830 18890.6 49.8 -0.0 37781.1 39326.6 1.000 1.000 18923.9 83750.0 22.6 UKOOA

830 18890.6 49.8 0.0 37781.1 39326.6 1.000 1.000 18923.9 83750.0 22.6 UKOOA 831 18890.6 25.1 -0.0 37781.1 39326.6 1.000 1.000 18907.4 83750.0 22.6 UKOOA

831 18890.6 25.1 0.0 37781.1 39326.6 1.000 1.000 18907.4 83750.0 22.6 UKOOA 832 18890.6 25.8 -0.0 37781.1 39326.6 1.000 1.000 18907.8 83750.0 22.6 UKOOA

832 18890.6 25.8 0.0 37781.1 39326.6 1.000 1.000 18907.8 83750.0 22.6 UKOOA 833 18890.6 6.3 -0.0 37781.1 39326.6 1.000 1.000 18894.8 83750.0 22.6 UKOOA

833 18890.6 6.3 0.0 37781.1 39326.6 1.000 1.000 18894.8 83750.0 22.6 UKOOA 838 18890.6 35.5 -0.0 37781.1 39326.6 1.000 1.000 18914.4 83750.0 22.6 UKOOA

838 18890.6 35.5 0.0 37781.1 39326.6 1.000 1.000 18914.4 83750.0 22.6 UKOOA 839 18890.6 106.8 -0.0 37781.1 39326.6 1.000 1.000 18962.1 83750.0 22.6 UKOOA


302

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

839 18890.6 106.8 0.0 37781.1 39326.6 1.000 1.000 18962.1 83750.0 22.6 UKOOA 841 18890.6 720.1 -0.0 37781.1 39326.6 1.000 1.000 19373.0 83750.0 23.1 UKOOA

841 18890.6 720.1 0.0 37781.1 39326.6 1.000 1.000 19373.0 83750.0 23.1 UKOOA 842 18890.6 1844.1 -0.0 37781.1 39326.6 1.000 1.000 20126.1 83750.0 24.0 UKOOA

842 18890.6 1844.1 0.0 37781.1 39326.6 1.000 1.000 20126.1 83750.0 24.0 UKOOA 843 18890.6 2373.5 -0.0 37781.1 39326.6 1.000 1.000 20480.8 83750.0 24.5 UKOOA

843 18890.6 2373.5 0.0 37781.1 39326.6 1.000 1.000 20480.8 83750.0 24.5 UKOOA 844 18890.6 1474.8 -0.0 37781.1 39326.6 1.000 1.000 19878.7 83750.0 23.7 UKOOA

844 18890.6 3781.4 0.0 45806.2 39326.6 2.564 2.938 21424.1 83750.0 25.6 UKOOA 845 18890.6 7427.0 -0.1 52618.6 39326.6 2.564 2.938 23866.7 83750.0 28.5 UKOOA

845 18890.6 7427.0 0.1 52618.6 39326.6 2.564 2.938 23866.7 83750.0 28.5 UKOOA 835 18890.6 2105.8 -0.1 42675.3 39326.6 2.564 2.938 20301.5 83750.0 24.2 UKOOA

835 18890.6 821.3 0.1 37781.1 39326.6 1.000 1.000 19440.8 83750.0 23.2 UKOOA 837 18890.6 3089.7 -0.1 37781.1 39326.6 1.000 1.000 20960.6 83750.0 25.0 UKOOA

837 18890.6 3089.7 0.1 37781.1 39326.6 1.000 1.000 20960.6 83750.0 25.0 UKOOA 846 18890.6 1592.5 -0.1 37781.1 39326.6 1.000 1.000 19957.5 83750.0 23.8 UKOOA

846 18890.6 1592.5 0.1 37781.1 39326.6 1.000 1.000 19957.5 83750.0 23.8 UKOOA 847 18890.6 1608.6 -0.1 37781.1 39326.6 1.000 1.000 19968.3 83750.0 23.8 UKOOA

847 18890.6 1608.6 0.1 37781.1 39326.6 1.000 1.000 19968.3 83750.0 23.8 UKOOA 848 18890.6 3116.3 -0.1 37781.1 39326.6 1.000 1.000 20978.5 83750.0 25.0 UKOOA

848 18890.6 3116.3 0.1 37781.1 39326.6 1.000 1.000 20978.5 83750.0 25.0 UKOOA


303

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

849 18890.6 802.0 -0.1 37781.1 39326.6 1.000 1.000 19427.9 83750.0 23.2 UKOOA

849 18890.6 2056.3 0.1 42582.7 39326.6 2.564 2.938 20268.3 83750.0 24.2 UKOOA 850 18890.6 7434.5 -0.2 52632.6 39326.6 2.564 2.938 23871.7 83750.0 28.5 UKOOA

850 18890.6 7434.5 0.2 52632.6 39326.6 2.564 2.938 23871.7 83750.0 28.5 UKOOA 836 18890.6 3839.5 -0.3 45914.9 39326.6 2.564 2.938 21463.0 83750.0 25.6 UKOOA

836 18890.6 1497.5 0.3 37781.1 39326.6 1.000 1.000 19893.9 83750.0 23.8 UKOOA 851 18890.6 2350.1 -0.3 37781.1 39326.6 1.000 1.000 20465.2 83750.0 24.4 UKOOA

851 18890.6 2350.1 0.3 37781.1 39326.6 1.000 1.000 20465.2 83750.0 24.4 UKOOA 852 18890.6 1837.5 -0.3 37781.1 39326.6 1.000 1.000 20121.7 83750.0 24.0 UKOOA

852 18890.6 1837.5 0.3 37781.1 39326.6 1.000 1.000 20121.7 83750.0 24.0 UKOOA 853 18890.6 732.1 -0.3 37781.1 39326.6 1.000 1.000 19381.1 83750.0 23.1 UKOOA

853 18890.6 732.1 0.3 37781.1 39326.6 1.000 1.000 19381.1 83750.0 23.1 UKOOA 854 18890.6 75.0 -0.3 37781.1 39326.6 1.000 1.000 18940.8 83750.0 22.6 UKOOA

854 18890.6 75.0 0.3 37781.1 39326.6 1.000 1.000 18940.8 83750.0 22.6 UKOOA 855 18890.6 21.8 -0.3 37781.1 39326.6 1.000 1.000 18905.2 83750.0 22.6 UKOOA

855 18890.6 21.8 0.3 37781.1 39326.6 1.000 1.000 18905.2 83750.0 22.6 UKOOA 840 18890.6 19.2 -0.3 37781.1 39326.6 2.300 2.300 18903.4 83750.0 22.6 UKOOA

840 18890.6 3.5 -0.0 37781.1 39326.6 1.000 1.000 18892.9 83750.0 22.6 UKOOA 856 18890.6 0.5 0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0 22.6 UKOOA

856 18890.6 0.5 -0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0 22.6 UKOOA 857 18890.6 5.4 0.0 37781.1 39326.6 1.000 1.000 18894.2 83750.0 22.6 UKOOA


304

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

857 18890.6 5.4 -0.0 37781.1 39326.6 1.000 1.000 18894.2 83750.0 22.6 UKOOA 139 18890.6 6.6 0.0 37781.1 39326.6 1.000 1.000 18895.0 83750.0 22.6 UKOOA

139 18890.6 6.6 -0.0 37781.1 39326.6 1.000 1.000 18895.0 83750.0 22.6 UKOOA 140 18890.6 18.6 0.0 37781.1 39326.6 1.000 1.000 18903.0 83750.0 22.6 UKOOA

840 18890.6 4.7 0.6 37781.1 39326.6 1.000 1.000 18893.7 83750.0 22.6 UKOOA 900 18890.6 8.1 -0.6 37781.1 39326.6 2.300 2.300 18896.0 83750.0 22.6 UKOOA

900 18890.6 1.9 0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0 22.6 UKOOA 901 18890.6 0.7 -0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0 22.6 UKOOA

901 18890.6 0.7 0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0 22.6 UKOOA 902 18890.6 1.8 -0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0 22.6 UKOOA

902 18890.6 1.8 0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0 22.6 UKOOA 903 18890.6 6.6 -0.0 37781.1 39326.6 1.000 1.000 18895.0 83750.0 22.6 UKOOA

903 18890.6 6.6 0.0 37781.1 39326.6 1.000 1.000 18895.0 83750.0 22.6 UKOOA 904 18890.6 26.7 -0.0 37781.1 39326.6 1.000 1.000 18908.5 83750.0 22.6 UKOOA

904 18890.6 26.7 0.0 37781.1 39326.6 1.000 1.000 18908.5 83750.0 22.6 UKOOA 910 18890.6 230.4 -0.0 37781.1 39326.6 2.300 2.300 19044.9 83750.0 22.7 UKOOA

910 18890.6 1149.4 0.0 37781.1 39326.6 1.000 1.000 19660.7 83750.0 23.5 UKOOA 911 18890.6 96.9 -0.0 37781.1 39326.6 1.000 1.000 18955.5 83750.0 22.6 UKOOA

911 18890.6 96.9 0.0 37781.1 39326.6 1.000 1.000 18955.5 83750.0 22.6 UKOOA 912 18890.6 456.1 -0.0 37781.1 39326.6 1.000 1.000 19196.2 83750.0 22.9 UKOOA


305

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

912 18890.6 456.1 0.0 37781.1 39326.6 1.000 1.000 19196.2 83750.0 22.9 UKOOA 913 18890.6 2788.5 -0.0 37781.1 39326.6 1.000 1.000 20758.9 83750.0 24.8 UKOOA

913 18890.6 2788.5 0.0 37781.1 39326.6 1.000 1.000 20758.9 83750.0 24.8 UKOOA 914 18890.6 4594.5 -0.0 37781.1 39326.6 1.000 1.000 21968.9 83750.0 26.2 UKOOA

914 18890.6 4594.5 0.0 37781.1 39326.6 1.000 1.000 21968.9 83750.0 26.2 UKOOA 915 18890.6 267.6 -0.0 37781.1 39326.6 1.000 1.000 19069.8 83750.0 22.8 UKOOA

915 18890.6 569.7 0.0 39559.9 39326.6 2.129 2.440 19272.3 83750.0 23.0 UKOOA 916 18890.6 8165.6 -0.0 54111.9 39326.6 2.129 2.440 24361.5 83750.0 29.1 UKOOA

916 18890.6 8165.6 0.0 54111.9 39326.6 2.129 2.440 24361.5 83750.0 29.1 UKOOA 920 18890.6 3661.1 -0.0 45482.2 39326.6 2.129 2.440 21343.5 83750.0 25.5 UKOOA

920 18890.6 1719.2 0.0 37781.1 39326.6 1.000 1.000 20042.5 83750.0 23.9 UKOOA 921 18890.6 3192.2 -0.0 37781.1 39326.6 1.000 1.000 21029.4 83750.0 25.1 UKOOA

921 18890.6 3192.2 0.0 37781.1 39326.6 1.000 1.000 21029.4 83750.0 25.1 UKOOA 922 18890.6 2431.4 -0.0 37781.1 39326.6 1.000 1.000 20519.6 83750.0 24.5 UKOOA

922 18890.6 2431.4 0.0 37781.1 39326.6 1.000 1.000 20519.6 83750.0 24.5 UKOOA 923 18890.6 948.9 -0.0 37781.1 39326.6 1.000 1.000 19526.3 83750.0 23.3 UKOOA

923 18890.6 948.9 0.0 37781.1 39326.6 1.000 1.000 19526.3 83750.0 23.3 UKOOA 924 18890.6 110.5 -0.0 37781.1 39326.6 1.000 1.000 18964.6 83750.0 22.6 UKOOA

924 18890.6 110.5 0.0 37781.1 39326.6 1.000 1.000 18964.6 83750.0 22.6 UKOOA 925 18890.6 39.3 -0.0 37781.1 39326.6 1.000 1.000 18916.9 83750.0 22.6 UKOOA

925 18890.6 39.3 0.0 37781.1 39326.6 1.000 1.000 18916.9 83750.0 22.6 UKOOA


306

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

926 18890.6 62.5 -0.0 37781.1 39326.6 1.000 1.000 18932.4 83750.0 22.6 UKOOA

926 18890.6 62.5 0.0 37781.1 39326.6 1.000 1.000 18932.4 83750.0 22.6 UKOOA 930 18890.6 485.9 -0.0 37781.1 39326.6 2.300 2.300 19216.1 83750.0 22.9 UKOOA

930 18890.6 52.2 -0.0 37781.1 39326.6 1.000 1.000 18925.5 83750.0 22.6 UKOOA 931 18890.6 20.5 0.0 37781.1 39326.6 1.000 1.000 18904.3 83750.0 22.6 UKOOA

931 18890.6 20.5 -0.0 37781.1 39326.6 1.000 1.000 18904.3 83750.0 22.6 UKOOA 932 18890.6 10.8 0.0 37781.1 39326.6 1.000 1.000 18897.8 83750.0 22.6 UKOOA

932 18890.6 10.8 -0.0 37781.1 39326.6 1.000 1.000 18897.8 83750.0 22.6 UKOOA 933 18890.6 23.5 0.0 37781.1 39326.6 1.000 1.000 18906.3 83750.0 22.6 UKOOA

933 18890.6 23.5 -0.0 37781.1 39326.6 1.000 1.000 18906.3 83750.0 22.6 UKOOA 934 18890.6 118.9 0.0 37781.1 39326.6 1.000 1.000 18970.2 83750.0 22.7 UKOOA

934 18890.6 118.9 -0.0 37781.1 39326.6 1.000 1.000 18970.2 83750.0 22.7 UKOOA 935 18890.6 1014.1 0.0 37781.1 39326.6 1.000 1.000 19570.0 83750.0 23.4 UKOOA

935 18890.6 1014.1 -0.0 37781.1 39326.6 1.000 1.000 19570.0 83750.0 23.4 UKOOA 936 18890.6 2707.4 0.0 37781.1 39326.6 1.000 1.000 20704.5 83750.0 24.7 UKOOA

936 18890.6 2707.4 -0.0 37781.1 39326.6 1.000 1.000 20704.5 83750.0 24.7 UKOOA 937 18890.6 3760.2 0.0 37781.1 39326.6 1.000 1.000 21409.9 83750.0 25.6 UKOOA

937 18890.6 3760.2 -0.0 37781.1 39326.6 1.000 1.000 21409.9 83750.0 25.6 UKOOA 938 18890.6 1257.1 0.0 37781.1 39326.6 1.000 1.000 19732.8 83750.0 23.6 UKOOA

938 18890.6 2677.0 -0.0 43596.9 39326.6 2.129 2.440 20684.1 83750.0 24.7 UKOOA 939 18890.6 8629.5 -0.0 55000.5 39326.6 2.129 2.440 24672.3 83750.0 29.5 UKOOA


307

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

939 18890.6 8629.5 0.0 55000.5 39326.6 2.129 2.440 24672.3 83750.0 29.5 UKOOA 940 18890.6 656.3 -0.0 39725.7 39326.6 2.129 2.440 19330.3 83750.0 23.1 UKOOA

940 18890.6 308.2 0.0 37781.1 39326.6 1.000 1.000 19097.0 83750.0 22.8 UKOOA 941 18890.6 4432.5 -0.0 37781.1 39326.6 1.000 1.000 21860.3 83750.0 26.1 UKOOA

941 18890.6 4432.5 0.0 37781.1 39326.6 1.000 1.000 21860.3 83750.0 26.1 UKOOA 942 18890.6 2951.1 -0.0 37781.1 39326.6 1.000 1.000 20867.8 83750.0 24.9 UKOOA

942 18890.6 2951.1 0.0 37781.1 39326.6 1.000 1.000 20867.8 83750.0 24.9 UKOOA 943 18890.6 1043.0 -0.0 37781.1 39326.6 1.000 1.000 19589.4 83750.0 23.4 UKOOA

943 18890.6 1043.0 0.0 37781.1 39326.6 1.000 1.000 19589.4 83750.0 23.4 UKOOA 944 18890.6 71.9 -0.0 37781.1 39326.6 1.000 1.000 18938.8 83750.0 22.6 UKOOA

944 18890.6 71.9 0.0 37781.1 39326.6 1.000 1.000 18938.8 83750.0 22.6 UKOOA 945 18890.6 146.6 -0.0 37781.1 39326.6 1.000 1.000 18988.8 83750.0 22.7 UKOOA

945 18890.6 146.6 0.0 37781.1 39326.6 1.000 1.000 18988.8 83750.0 22.7 UKOOA 950 18890.6 1520.6 -0.0 37781.1 39326.6 2.300 2.300 19909.4 83750.0 23.8 UKOOA

950 18890.6 117.0 0.0 37781.1 39326.6 1.000 1.000 18968.9 83750.0 22.6 UKOOA 951 18890.6 29.2 -0.0 37781.1 39326.6 1.000 1.000 18910.2 83750.0 22.6 UKOOA

951 18890.6 29.2 0.0 37781.1 39326.6 1.000 1.000 18910.2 83750.0 22.6 UKOOA 960 18890.6 23.9 -0.0 37781.1 39326.6 2.300 2.300 18906.6 83750.0 22.6 UKOOA

960 18890.6 4.7 -0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0 22.6 UKOOA 961 18890.6 1.8 0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0 22.6 UKOOA


308

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

961 18890.6 1.8 -0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0 22.6 UKOOA 962 18890.6 0.6 0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0 22.6 UKOOA

962 18890.6 0.6 -0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0 22.6 UKOOA 963 18890.6 0.3 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA

963 18890.6 0.3 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0 22.6 UKOOA 964 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0 22.6 UKOOA

964 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0 22.6 UKOOA 965 18890.6 11.9 0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA

965 18890.6 11.9 -0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0 22.6 UKOOA 966 18890.6 25.4 0.0 37781.1 39326.6 1.000 1.000 18907.6 83750.0 22.6 UKOOA

966 18890.6 25.4 -0.0 37781.1 39326.6 1.000 1.000 18907.6 83750.0 22.6 UKOOA 967 18890.6 24.4 0.0 37781.1 39326.6 1.000 1.000 18906.9 83750.0 22.6 UKOOA

967 18890.6 24.4 -0.0 37781.1 39326.6 1.000 1.000 18906.9 83750.0 22.6 UKOOA 969 18890.6 13.6 0.0 37781.1 39326.6 1.000 1.000 18899.7 83750.0 22.6 UKOOA

969 18890.6 13.6 -0.0 37781.1 39326.6 1.000 1.000 18899.7 83750.0 22.6 UKOOA 970 18890.6 48.6 0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

970 18890.6 48.6 -0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 980 18890.6 205.6 0.0 37781.1 39326.6 1.000 1.000 19028.3 83750.0 22.7 UKOOA

1000 18890.6 200.0 -0.0 37781.1 39326.6 1.000 1.000 19024.6 83750.0 22.7 UKOOA 1010 18890.6 193.8 0.0 37781.1 39326.6 1.000 1.000 19020.4 83750.0 22.7 UKOOA

1010 18890.6 193.8 -0.0 37781.1 39326.6 1.000 1.000 19020.4 83750.0 22.7 UKOOA


309

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1011 18890.6 184.4 0.0 37781.1 39326.6 1.000 1.000 19014.1 83750.0 22.7 UKOOA

1011 18890.6 184.4 -0.0 37781.1 39326.6 1.000 1.000 19014.1 83750.0 22.7 UKOOA 1012 18890.6 879.6 0.0 37781.1 39326.6 1.000 1.000 19479.9 83750.0 23.3 UKOOA

1012 18890.6 879.6 -0.0 37781.1 39326.6 1.000 1.000 19479.9 83750.0 23.3 UKOOA 1013 18890.6 1906.3 0.0 37781.1 39326.6 1.000 1.000 20167.8 83750.0 24.1 UKOOA

1013 18890.6 1906.3 -0.0 37781.1 39326.6 1.000 1.000 20167.8 83750.0 24.1 UKOOA 1014 18890.6 1739.7 0.0 37781.1 39326.6 1.000 1.000 20056.2 83750.0 23.9 UKOOA

1014 18890.6 1739.7 -0.0 37781.1 39326.6 1.000 1.000 20056.2 83750.0 23.9 UKOOA

82 18890.6 3210.6 0.0 37781.1 39326.6 1.000 1.000 21041.7 83750.0 25.1 UKOOA

82 18890.6 3210.6 -0.0 37781.1 39326.6 1.000 1.000 21041.7 83750.0 25.1 UKOOA 80 18890.6 8160.7 0.0 37781.1 39326.6 1.000 1.000 24358.2 83750.0 29.1 UKOOA

440 18890.6 116.1 -0.1 37781.1 39326.6 1.000 1.000 18968.4 83750.0 22.6 UKOOA 446 18890.6 45.0 0.1 37781.1 39326.6 1.000 1.000 18920.7 83750.0 22.6 UKOOA

446 18890.6 45.0 -0.1 37781.1 39326.6 1.000 1.000 18920.7 83750.0 22.6 UKOOA 447 18890.6 18.4 0.1 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA

447 18890.6 18.4 -0.1 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA 448 18890.6 12.0 0.1 37781.1 39326.6 1.000 1.000 18898.6 83750.0 22.6 UKOOA

448 18890.6 12.0 -0.1 37781.1 39326.6 1.000 1.000 18898.6 83750.0 22.6 UKOOA 449 18890.6 24.9 0.1 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA

449 18890.6 24.9 -0.1 37781.1 39326.6 1.000 1.000 18907.2 83750.0 22.6 UKOOA 451 18890.6 23.0 0.1 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA


310

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

451 18890.6 23.0 -0.1 37781.1 39326.6 1.000 1.000 18906.0 83750.0 22.6 UKOOA 1199 18890.6 12.8 0.1 37781.1 39326.6 1.000 1.000 18899.1 83750.0 22.6 UKOOA

1199 18890.6 12.8 -0.1 37781.1 39326.6 1.000 1.000 18899.1 83750.0 22.6 UKOOA 1200 18890.6 48.5 0.1 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

1200 18890.6 48.5 -0.1 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 1210 18890.6 199.4 0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0 22.7 UKOOA

1230 18890.6 199.4 -0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0 22.7 UKOOA 1240 18890.6 48.5 0.1 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA

1240 18890.6 48.5 -0.1 37781.1 39326.6 1.000 1.000 18923.1 83750.0 22.6 UKOOA 1241 18890.6 22.9 0.1 37781.1 39326.6 1.000 1.000 18905.9 83750.0 22.6 UKOOA

1241 18890.6 22.9 -0.1 37781.1 39326.6 1.000 1.000 18905.9 83750.0 22.6 UKOOA 1242 18890.6 24.3 0.1 37781.1 39326.6 1.000 1.000 18906.9 83750.0 22.6 UKOOA

1242 18890.6 24.3 -0.1 37781.1 39326.6 1.000 1.000 18906.9 83750.0 22.6 UKOOA 1243 18890.6 11.4 0.1 37781.1 39326.6 1.000 1.000 18898.2 83750.0 22.6 UKOOA

1243 18890.6 11.4 -0.1 37781.1 39326.6 1.000 1.000 18898.2 83750.0 22.6 UKOOA 1244 18890.6 54.7 0.1 37781.1 39326.6 1.000 1.000 18927.2 83750.0 22.6 UKOOA

1244 18890.6 54.7 -0.1 37781.1 39326.6 1.000 1.000 18927.2 83750.0 22.6 UKOOA 1250 18890.6 856.0 0.1 37781.1 39326.6 2.300 2.300 19464.1 83750.0 23.2 UKOOA

1250 18890.6 61.6 0.0 37781.1 39326.6 1.000 1.000 18931.8 83750.0 22.6 UKOOA 1260 18890.6 23.9 -0.0 37781.1 39326.6 2.300 2.300 18906.6 83750.0 22.6 UKOOA


311

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1260 18890.6 16.4 -0.0 37781.1 39326.6 1.000 1.000 18901.6 83750.0 22.6 UKOOA 1261 18890.6 4.6 0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0 22.6 UKOOA

1261 18890.6 4.6 -0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0 22.6 UKOOA 1262 18890.6 2.1 0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0 22.6 UKOOA

1262 18890.6 2.1 -0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0 22.6 UKOOA 1263 18890.6 3.8 0.0 37781.1 39326.6 1.000 1.000 18893.1 83750.0 22.6 UKOOA

1263 18890.6 3.8 -0.0 37781.1 39326.6 1.000 1.000 18893.1 83750.0 22.6 UKOOA 1264 18890.6 13.2 0.0 37781.1 39326.6 1.000 1.000 18899.4 83750.0 22.6 UKOOA

1264 18890.6 13.2 -0.0 37781.1 39326.6 1.000 1.000 18899.4 83750.0 22.6 UKOOA 1270 18890.6 108.2 0.0 37781.1 39326.6 2.300 2.300 18963.0 83750.0 22.6 UKOOA

1270 18890.6 122.3 0.0 37781.1 39326.6 1.000 1.000 18972.5 83750.0 22.7 UKOOA 1280 18890.6 60.8 -0.0 37781.1 39326.6 1.000 1.000 18931.3 83750.0 22.6 UKOOA

1280 18890.6 60.8 0.0 37781.1 39326.6 1.000 1.000 18931.3 83750.0 22.6 UKOOA 1281 18890.6 123.5 -0.0 37781.1 39326.6 1.000 1.000 18973.3 83750.0 22.7 UKOOA

1281 18890.6 123.5 0.0 37781.1 39326.6 1.000 1.000 18973.3 83750.0 22.7 UKOOA 1282 18890.6 1026.1 -0.0 37781.1 39326.6 1.000 1.000 19578.1 83750.0 23.4 UKOOA

1282 18890.6 1026.1 0.0 37781.1 39326.6 1.000 1.000 19578.1 83750.0 23.4 UKOOA 1283 18890.6 2811.7 -0.0 37781.1 39326.6 1.000 1.000 20774.4 83750.0 24.8 UKOOA

1283 18890.6 2811.7 0.0 37781.1 39326.6 1.000 1.000 20774.4 83750.0 24.8 UKOOA 1284 18890.6 4049.5 -0.0 37781.1 39326.6 1.000 1.000 21603.7 83750.0 25.8 UKOOA

1284 18890.6 4049.5 0.0 37781.1 39326.6 1.000 1.000 21603.7 83750.0 25.8 UKOOA


312

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1285 18890.6 832.6 -0.0 37781.1 39326.6 1.000 1.000 19448.4 83750.0 23.2 UKOOA

1285 18890.6 1773.0 0.0 41865.2 39326.6 2.129 2.440 20078.5 83750.0 24.0 UKOOA 1286 18890.6 8604.5 -0.0 54952.7 39326.6 2.129 2.440 24655.6 83750.0 29.4 UKOOA

1286 18890.6 8604.5 0.0 54952.7 39326.6 2.129 2.440 24655.6 83750.0 29.4 UKOOA 1290 18890.6 1546.0 -0.0 41430.2 39326.6 2.129 2.440 19926.4 83750.0 23.8 UKOOA

1290 18890.6 726.0 0.0 37781.1 39326.6 1.000 1.000 19377.0 83750.0 23.1 UKOOA 1291 18890.6 4125.1 -0.0 37781.1 39326.6 1.000 1.000 21654.4 83750.0 25.9 UKOOA

1291 18890.6 4125.1 0.0 37781.1 39326.6 1.000 1.000 21654.4 83750.0 25.9 UKOOA 1292 18890.6 2833.6 -0.0 37781.1 39326.6 1.000 1.000 20789.1 83750.0 24.8 UKOOA

1292 18890.6 2833.6 0.0 37781.1 39326.6 1.000 1.000 20789.1 83750.0 24.8 UKOOA 1293 18890.6 1007.6 -0.0 37781.1 39326.6 1.000 1.000 19565.7 83750.0 23.4 UKOOA

1293 18890.6 1007.6 0.0 37781.1 39326.6 1.000 1.000 19565.7 83750.0 23.4 UKOOA 1294 18890.6 175.9 -0.0 37781.1 39326.6 1.000 1.000 19008.5 83750.0 22.7 UKOOA

1294 18890.6 175.9 0.0 37781.1 39326.6 1.000 1.000 19008.5 83750.0 22.7 UKOOA 1295 18890.6 71.3 -0.0 37781.1 39326.6 1.000 1.000 18938.4 83750.0 22.6 UKOOA

1295 18890.6 71.3 0.0 37781.1 39326.6 1.000 1.000 18938.4 83750.0 22.6 UKOOA 1300 18890.6 125.3 -0.0 37781.1 39326.6 1.000 1.000 18974.5 83750.0 22.7 UKOOA

1300 18890.6 125.3 0.0 37781.1 39326.6 1.000 1.000 18974.5 83750.0 22.7 UKOOA 1310 18890.6 760.0 -0.0 37781.1 39326.6 2.300 2.300 19399.8 83750.0 23.2 UKOOA

1310 18890.6 68.3 0.0 37781.1 39326.6 1.000 1.000 18936.3 83750.0 22.6 UKOOA 1311 18890.6 21.4 -0.0 37781.1 39326.6 1.000 1.000 18904.9 83750.0 22.6 UKOOA


313

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1311 18890.6 21.4 0.0 37781.1 39326.6 1.000 1.000 18904.9 83750.0 22.6 UKOOA 1313 18890.6 7.5 -0.0 37781.1 39326.6 1.000 1.000 18895.6 83750.0 22.6 UKOOA

1313 18890.6 7.5 0.0 37781.1 39326.6 1.000 1.000 18895.6 83750.0 22.6 UKOOA 1315 18890.6 2.4 -0.0 37781.1 39326.6 1.000 1.000 18892.2 83750.0 22.6 UKOOA

1315 18890.6 2.4 0.0 37781.1 39326.6 1.000 1.000 18892.2 83750.0 22.6 UKOOA 1317 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA

1317 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0 22.6 UKOOA 1321 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0 22.6 UKOOA

1321 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0 22.6 UKOOA 1322 18890.6 12.0 -0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0 22.6 UKOOA

1322 18890.6 12.0 0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0 22.6 UKOOA 1323 18890.6 25.5 -0.0 37781.1 39326.6 1.000 1.000 18907.6 83750.0 22.6 UKOOA

1323 18890.6 25.5 0.0 37781.1 39326.6 1.000 1.000 18907.6 83750.0 22.6 UKOOA 1324 18890.6 23.9 -0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.0 22.6 UKOOA

1324 18890.6 23.9 0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.0 22.6 UKOOA 1325 18890.6 12.2 -0.0 37781.1 39326.6 1.000 1.000 18898.8 83750.0 22.6 UKOOA

1325 18890.6 12.2 0.0 37781.1 39326.6 1.000 1.000 18898.8 83750.0 22.6 UKOOA 1312 18890.6 48.4 -0.0 37781.1 39326.6 1.000 1.000 18923.0 83750.0 22.6 UKOOA

1312 18890.6 48.4 0.0 37781.1 39326.6 1.000 1.000 18923.0 83750.0 22.6 UKOOA 1314 18890.6 194.1 -0.0 37781.1 39326.6 1.000 1.000 19020.6 83750.0 22.7 UKOOA


314

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1318 18890.6 195.9 0.0 37781.1 39326.6 1.000 1.000 19021.8 83750.0 22.7 UKOOA 1319 18890.6 48.3 -0.0 37781.1 39326.6 1.000 1.000 18922.9 83750.0 22.6 UKOOA

1319 18890.6 48.3 0.0 37781.1 39326.6 1.000 1.000 18922.9 83750.0 22.6 UKOOA 1326 18890.6 19.9 -0.0 37781.1 39326.6 1.000 1.000 18903.9 83750.0 22.6 UKOOA

1326 18890.6 19.9 0.0 37781.1 39326.6 1.000 1.000 18903.9 83750.0 22.6 UKOOA 1327 18890.6 22.7 -0.0 37781.1 39326.6 1.000 1.000 18905.8 83750.0 22.6 UKOOA

1327 18890.6 22.7 0.0 37781.1 39326.6 1.000 1.000 18905.8 83750.0 22.6 UKOOA 1328 18890.6 14.8 -0.0 37781.1 39326.6 1.000 1.000 18900.5 83750.0 22.6 UKOOA

1328 18890.6 14.8 0.0 37781.1 39326.6 1.000 1.000 18900.5 83750.0 22.6 UKOOA 1329 18890.6 65.8 -0.0 37781.1 39326.6 1.000 1.000 18934.6 83750.0 22.6 UKOOA

1329 18890.6 65.8 0.0 37781.1 39326.6 1.000 1.000 18934.6 83750.0 22.6 UKOOA 1320 18890.6 308.9 -0.0 37781.1 39326.6 1.000 1.000 19097.5 83750.0 22.8 UKOOA

1320 18890.6 308.9 0.0 37781.1 39326.6 1.000 1.000 19097.5 83750.0 22.8 UKOOA 1331 18890.6 326.1 -0.0 37781.1 39326.6 1.000 1.000 19109.0 83750.0 22.8 UKOOA

1331 18890.6 326.1 0.0 37781.1 39326.6 1.000 1.000 19109.0 83750.0 22.8 UKOOA 1330 18890.6 2210.3 -0.0 37781.1 39326.6 2.300 2.300 20371.5 83750.0 24.3 UKOOA

1330 18890.6 1224.4 -0.0 37781.1 39326.6 1.000 1.000 19710.9 83750.0 23.5 UKOOA 1332 18890.6 435.5 0.0 37781.1 39326.6 1.000 1.000 19182.4 83750.0 22.9 UKOOA

1332 18890.6 435.5 -0.0 37781.1 39326.6 1.000 1.000 19182.4 83750.0 22.9 UKOOA 1333 18890.6 61.2 0.0 37781.1 39326.6 1.000 1.000 18931.5 83750.0 22.6 UKOOA

1333 18890.6 61.2 -0.0 37781.1 39326.6 1.000 1.000 18931.5 83750.0 22.6 UKOOA


315

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1334 18890.6 819.5 0.0 37781.1 39326.6 1.000 1.000 19439.6 83750.0 23.2 UKOOA

1334 18890.6 819.5 -0.0 37781.1 39326.6 1.000 1.000 19439.6 83750.0 23.2 UKOOA 1335 18890.6 2104.5 0.0 37781.1 39326.6 1.000 1.000 20300.6 83750.0 24.2 UKOOA

1335 18890.6 2104.5 -0.0 37781.1 39326.6 1.000 1.000 20300.6 83750.0 24.2 UKOOA 1336 18890.6 2868.5 0.0 37781.1 39326.6 1.000 1.000 20812.4 83750.0 24.9 UKOOA

1336 18890.6 2868.5 -0.0 37781.1 39326.6 1.000 1.000 20812.4 83750.0 24.9 UKOOA 1337 18890.6 1169.5 0.0 37781.1 39326.6 1.000 1.000 19674.1 83750.0 23.5 UKOOA

1337 18890.6 2490.4 -0.0 43239.4 39326.6 2.129 2.440 20559.1 83750.0 24.5 UKOOA 1338 18890.6 6901.5 0.0 51690.2 39326.6 2.129 2.440 23514.6 83750.0 28.1 UKOOA

1338 18890.6 6901.5 -0.0 51690.2 39326.6 2.129 2.440 23514.6 83750.0 28.1 UKOOA 1340 18890.6 152.8 -0.0 38761.1 39326.6 2.129 2.440 18992.9 83750.0 22.7 UKOOA

1340 18890.6 71.7 0.0 37781.1 39326.6 1.000 1.000 18938.6 83750.0 22.6 UKOOA 1341 18890.6 3645.7 -0.0 37781.1 39326.6 1.000 1.000 21333.2 83750.0 25.5 UKOOA

1341 18890.6 3645.7 0.0 37781.1 39326.6 1.000 1.000 21333.2 83750.0 25.5 UKOOA 1351 18890.6 2367.5 -0.0 37781.1 39326.6 1.000 1.000 20476.8 83750.0 24.4 UKOOA

1351 18890.6 2367.5 0.0 37781.1 39326.6 1.000 1.000 20476.8 83750.0 24.4 UKOOA 1352 18890.6 782.7 -0.0 37781.1 39326.6 1.000 1.000 19415.0 83750.0 23.2 UKOOA

1352 18890.6 782.7 0.0 37781.1 39326.6 1.000 1.000 19415.0 83750.0 23.2 UKOOA 1353 18890.6 55.1 -0.0 37781.1 39326.6 1.000 1.000 18927.5 83750.0 22.6 UKOOA

1353 18890.6 55.1 0.0 37781.1 39326.6 1.000 1.000 18927.5 83750.0 22.6 UKOOA 1354 18890.6 137.0 -0.0 37781.1 39326.6 1.000 1.000 18982.4 83750.0 22.7 UKOOA


316

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1354 18890.6 137.0 0.0 37781.1 39326.6 1.000 1.000 18982.4 83750.0 22.7 UKOOA 1355 18890.6 77.4 -0.0 37781.1 39326.6 1.000 1.000 18942.4 83750.0 22.6 UKOOA

1355 18890.6 77.4 0.0 37781.1 39326.6 1.000 1.000 18942.4 83750.0 22.6 UKOOA 1356 18890.6 53.0 -0.0 37781.1 39326.6 1.000 1.000 18926.1 83750.0 22.6 UKOOA

1356 18890.6 53.0 0.0 37781.1 39326.6 1.000 1.000 18926.1 83750.0 22.6 UKOOA 1342 18890.6 56.7 -0.0 37781.1 39326.6 1.000 1.000 18928.5 83750.0 22.6 UKOOA

1342 18890.6 56.7 0.0 37781.1 39326.6 1.000 1.000 18928.5 83750.0 22.6 UKOOA 1343 18890.6 194.1 -0.0 37781.1 39326.6 1.000 1.000 19020.6 83750.0 22.7 UKOOA

1345 18890.6 196.5 0.0 37781.1 39326.6 1.000 1.000 19022.2 83750.0 22.7 UKOOA 1346 18890.6 65.0 -0.0 37781.1 39326.6 1.000 1.000 18934.1 83750.0 22.6 UKOOA

1346 18890.6 65.0 0.0 37781.1 39326.6 1.000 1.000 18934.1 83750.0 22.6 UKOOA 1357 18890.6 21.0 -0.0 37781.1 39326.6 1.000 1.000 18904.6 83750.0 22.6 UKOOA

1357 18890.6 21.0 0.0 37781.1 39326.6 1.000 1.000 18904.6 83750.0 22.6 UKOOA 1358 18890.6 123.3 -0.0 37781.1 39326.6 1.000 1.000 18973.2 83750.0 22.7 UKOOA

1358 18890.6 123.3 0.0 37781.1 39326.6 1.000 1.000 18973.2 83750.0 22.7 UKOOA 1347 18890.6 1118.3 -0.0 37781.1 39326.6 2.300 2.300 19639.8 83750.0 23.5 UKOOA

1347 18890.6 301.6 -0.0 37781.1 39326.6 1.000 1.000 19092.6 83750.0 22.8 UKOOA 1348 18890.6 127.7 0.0 37781.1 39326.6 1.000 1.000 18976.1 83750.0 22.7 UKOOA

1348 18890.6 127.7 -0.0 37781.1 39326.6 1.000 1.000 18976.1 83750.0 22.7 UKOOA 1349 18890.6 538.4 0.0 37781.1 39326.6 1.000 1.000 19251.3 83750.0 23.0 UKOOA


317

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1349 18890.6 538.4 -0.0 37781.1 39326.6 1.000 1.000 19251.3 83750.0 23.0 UKOOA 1359 18890.6 2181.0 0.0 37781.1 39326.6 1.000 1.000 20351.9 83750.0 24.3 UKOOA

1359 18890.6 2181.0 -0.0 37781.1 39326.6 1.000 1.000 20351.9 83750.0 24.3 UKOOA 1361 18890.6 3466.8 0.0 37781.1 39326.6 1.000 1.000 21213.3 83750.0 25.3 UKOOA

1361 18890.6 3466.8 -0.0 37781.1 39326.6 1.000 1.000 21213.3 83750.0 25.3 UKOOA 1362 18890.6 29.4 0.0 37781.1 39326.6 1.000 1.000 18910.2 83750.0 22.6 UKOOA

1362 18890.6 62.5 -0.0 38588.2 39326.6 2.129 2.440 18932.4 83750.0 22.6 UKOOA 1363 18890.6 6423.4 0.0 50774.1 39326.6 2.129 2.440 23194.2 83750.0 27.7 UKOOA

1363 18890.6 6423.4 -0.0 50774.1 39326.6 2.129 2.440 23194.2 83750.0 27.7 UKOOA 1350 18890.6 2473.2 0.0 43206.6 39326.6 2.129 2.440 20547.6 83750.0 24.5 UKOOA

1350 18890.6 1161.4 -0.0 37781.1 39326.6 1.000 1.000 19668.7 83750.0 23.5 UKOOA 1364 18890.6 2612.5 0.0 37781.1 39326.6 1.000 1.000 20640.9 83750.0 24.6 UKOOA

1364 18890.6 2612.5 -0.0 37781.1 39326.6 1.000 1.000 20640.9 83750.0 24.6 UKOOA 1365 18890.6 1861.0 0.0 37781.1 39326.6 1.000 1.000 20137.4 83750.0 24.0 UKOOA

1365 18890.6 1861.0 -0.0 37781.1 39326.6 1.000 1.000 20137.4 83750.0 24.0 UKOOA 1366 18890.6 526.1 0.0 37781.1 39326.6 1.000 1.000 19243.1 83750.0 23.0 UKOOA

1366 18890.6 526.1 -0.0 37781.1 39326.6 1.000 1.000 19243.1 83750.0 23.0 UKOOA 1367 18890.6 337.3 0.0 37781.1 39326.6 1.000 1.000 19116.6 83750.0 22.8 UKOOA

1367 18890.6 337.3 -0.0 37781.1 39326.6 1.000 1.000 19116.6 83750.0 22.8 UKOOA 1360 18890.6 6503.8 0.0 37781.1 39326.6 2.300 2.300 23248.1 83750.0 27.8 UKOOA

1360 18890.6 365.6 0.0 37781.1 39326.6 1.000 1.000 19135.5 83750.0 22.8 UKOOA


318

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1370 18890.6 133.8 -0.0 37781.1 39326.6 1.000 1.000 18980.2 83750.0 22.7 UKOOA

1370 18890.6 133.8 0.0 37781.1 39326.6 1.000 1.000 18980.2 83750.0 22.7 UKOOA 1371 18890.6 43.6 -0.0 37781.1 39326.6 1.000 1.000 18919.8 83750.0 22.6 UKOOA

1371 18890.6 43.6 0.0 37781.1 39326.6 1.000 1.000 18919.8 83750.0 22.6 UKOOA 1372 18890.6 96.3 -0.0 37781.1 39326.6 1.000 1.000 18955.1 83750.0 22.6 UKOOA

1372 18890.6 96.3 0.0 37781.1 39326.6 1.000 1.000 18955.1 83750.0 22.6 UKOOA 1373 18890.6 770.4 -0.0 37781.1 39326.6 1.000 1.000 19406.8 83750.0 23.2 UKOOA

1373 18890.6 770.4 0.0 37781.1 39326.6 1.000 1.000 19406.8 83750.0 23.2 UKOOA 1374 18890.6 2005.2 -0.0 37781.1 39326.6 1.000 1.000 20234.0 83750.0 24.2 UKOOA

1374 18890.6 2005.2 0.0 37781.1 39326.6 1.000 1.000 20234.0 83750.0 24.2 UKOOA 1379 18890.6 2680.4 -0.0 37781.1 39326.6 1.000 1.000 20686.5 83750.0 24.7 UKOOA

1379 18890.6 2680.4 0.0 37781.1 39326.6 1.000 1.000 20686.5 83750.0 24.7 UKOOA 1381 18890.6 1269.6 -0.0 37781.1 39326.6 1.000 1.000 19741.2 83750.0 23.6 UKOOA

1381 18890.6 3255.3 0.0 44823.1 39326.6 2.564 2.938 21071.6 83750.0 25.2 UKOOA 1382 18890.6 7532.6 0.0 52815.9 39326.6 2.564 2.938 23937.4 83750.0 28.6 UKOOA

1382 18890.6 7532.6 -0.0 52815.9 39326.6 2.564 2.938 23937.4 83750.0 28.6 UKOOA 1375 18890.6 2707.7 0.0 43799.9 39326.6 2.564 2.938 20704.7 83750.0 24.7 UKOOA

1375 18890.6 1056.0 -0.0 37781.1 39326.6 1.000 1.000 19598.1 83750.0 23.4 UKOOA 1377 18890.6 2917.6 0.0 37781.1 39326.6 1.000 1.000 20845.3 83750.0 24.9 UKOOA

1377 18890.6 2917.6 -0.0 37781.1 39326.6 1.000 1.000 20845.3 83750.0 24.9 UKOOA 1378 18890.6 1647.0 0.0 37781.1 39326.6 1.000 1.000 19994.1 83750.0 23.9 UKOOA


319

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1378 18890.6 1647.0 -0.0 37781.1 39326.6 1.000 1.000 19994.1 83750.0 23.9 UKOOA 1383 18890.6 2015.1 0.0 37781.1 39326.6 1.000 1.000 20240.7 83750.0 24.2 UKOOA

1383 18890.6 2015.1 -0.0 37781.1 39326.6 1.000 1.000 20240.7 83750.0 24.2 UKOOA 1384 18890.6 3564.6 0.0 37781.1 39326.6 1.000 1.000 21278.8 83750.0 25.4 UKOOA

1384 18890.6 3564.6 -0.0 37781.1 39326.6 1.000 1.000 21278.8 83750.0 25.4 UKOOA 1385 18890.6 576.7 0.0 37781.1 39326.6 1.000 1.000 19277.0 83750.0 23.0 UKOOA

1385 18890.6 1478.7 -0.0 41503.3 39326.6 2.564 2.938 19881.3 83750.0 23.7 UKOOA 1386 18890.6 7694.0 0.0 53117.6 39326.6 2.564 2.938 24045.6 83750.0 28.7 UKOOA

1386 18890.6 7694.0 -0.0 53117.6 39326.6 2.564 2.938 24045.6 83750.0 28.7 UKOOA 1376 18890.6 4644.2 0.0 47418.5 39326.6 2.564 2.938 22002.1 83750.0 26.3 UKOOA

1376 18890.6 1811.3 -0.0 37781.1 39326.6 1.000 1.000 20104.1 83750.0 24.0 UKOOA 1387 18890.6 2109.5 0.0 37781.1 39326.6 1.000 1.000 20303.9 83750.0 24.2 UKOOA

1387 18890.6 2109.5 -0.0 37781.1 39326.6 1.000 1.000 20303.9 83750.0 24.2 UKOOA 1388 18890.6 1744.1 0.0 37781.1 39326.6 1.000 1.000 20059.1 83750.0 24.0 UKOOA

1388 18890.6 1744.1 -0.0 37781.1 39326.6 1.000 1.000 20059.1 83750.0 24.0 UKOOA 1389 18890.6 719.9 0.0 37781.1 39326.6 1.000 1.000 19372.9 83750.0 23.1 UKOOA

1389 18890.6 719.9 -0.0 37781.1 39326.6 1.000 1.000 19372.9 83750.0 23.1 UKOOA 1391 18890.6 69.1 0.0 37781.1 39326.6 1.000 1.000 18936.8 83750.0 22.6 UKOOA

1391 18890.6 69.1 -0.0 37781.1 39326.6 1.000 1.000 18936.8 83750.0 22.6 UKOOA 1392 18890.6 12.4 0.0 37781.1 39326.6 1.000 1.000 18898.9 83750.0 22.6 UKOOA


320

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1392 18890.6 12.4 -0.0 37781.1 39326.6 1.000 1.000 18898.9 83750.0 22.6 UKOOA 1393 18890.6 2.7 0.0 37781.1 39326.6 1.000 1.000 18892.4 83750.0 22.6 UKOOA

1393 18890.6 2.7 -0.0 37781.1 39326.6 1.000 1.000 18892.4 83750.0 22.6 UKOOA 1394 18890.6 1.4 0.0 37781.1 39326.6 1.000 1.000 18891.5 83750.0 22.6 UKOOA

1394 18890.6 1.4 -0.0 37781.1 39326.6 1.000 1.000 18891.5 83750.0 22.6 UKOOA 1395 18890.6 3.8 0.0 37781.1 39326.6 1.000 1.000 18893.1 83750.0 22.6 UKOOA

1395 18890.6 3.8 -0.0 37781.1 39326.6 1.000 1.000 18893.1 83750.0 22.6 UKOOA 1396 18890.6 14.0 0.0 37781.1 39326.6 1.000 1.000 18899.9 83750.0 22.6 UKOOA

1396 18890.6 14.0 -0.0 37781.1 39326.6 1.000 1.000 18899.9 83750.0 22.6 UKOOA 1397 18890.6 59.6 0.0 37781.1 39326.6 1.000 1.000 18930.5 83750.0 22.6 UKOOA

1397 18890.6 59.6 -0.0 37781.1 39326.6 1.000 1.000 18930.5 83750.0 22.6 UKOOA 1380 18890.6 516.5 0.0 37781.1 39326.6 2.300 2.300 19236.6 83750.0 23.0 UKOOA

1380 18890.6 986.9 -0.1 37781.1 39326.6 1.000 1.000 19551.8 83750.0 23.3 UKOOA 1398 18890.6 405.4 0.1 37781.1 39326.6 1.000 1.000 19162.2 83750.0 22.9 UKOOA

1398 18890.6 405.4 -0.1 37781.1 39326.6 1.000 1.000 19162.2 83750.0 22.9 UKOOA 1399 18890.6 53.4 0.1 37781.1 39326.6 1.000 1.000 18926.4 83750.0 22.6 UKOOA

1399 18890.6 53.4 -0.1 37781.1 39326.6 1.000 1.000 18926.4 83750.0 22.6 UKOOA 1401 18890.6 29.2 0.1 37781.1 39326.6 1.000 1.000 18910.1 83750.0 22.6 UKOOA

1401 18890.6 29.2 -0.1 37781.1 39326.6 1.000 1.000 18910.1 83750.0 22.6 UKOOA 1402 18890.6 28.3 0.1 37781.1 39326.6 1.000 1.000 18909.5 83750.0 22.6 UKOOA

1402 18890.6 28.3 -0.1 37781.1 39326.6 1.000 1.000 18909.5 83750.0 22.6 UKOOA


321

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1403 18890.6 16.7 0.1 37781.1 39326.6 1.000 1.000 18901.8 83750.0 22.6 UKOOA

1403 18890.6 16.7 -0.1 37781.1 39326.6 1.000 1.000 18901.8 83750.0 22.6 UKOOA 1390 18890.6 112.3 0.1 37781.1 39326.6 2.300 2.300 18965.8 83750.0 22.6 UKOOA

1390 18890.6 48.8 -0.1 37781.1 39326.6 1.000 1.000 18923.3 83750.0 22.6 UKOOA 1400 18890.6 198.0 0.1 37781.1 39326.6 1.000 1.000 19023.2 83750.0 22.7 UKOOA

1420 18890.6 198.4 -0.1 37781.1 39326.6 1.000 1.000 19023.5 83750.0 22.7 UKOOA 1430 18890.6 51.3 0.1 37781.1 39326.6 1.000 1.000 18924.9 83750.0 22.6 UKOOA

1430 18890.6 51.3 -0.1 37781.1 39326.6 1.000 1.000 18924.9 83750.0 22.6 UKOOA 1431 18890.6 902.2 0.1 37781.1 39326.6 1.000 1.000 19495.0 83750.0 23.3 UKOOA

1431 18890.6 902.2 -0.1 37781.1 39326.6 1.000 1.000 19495.0 83750.0 23.3 UKOOA 1432 18890.6 2408.0 0.1 37781.1 39326.6 1.000 1.000 20503.9 83750.0 24.5 UKOOA

1432 18890.6 2408.0 -0.1 37781.1 39326.6 1.000 1.000 20503.9 83750.0 24.5 UKOOA 1433 18890.6 2647.0 0.1 37781.1 39326.6 1.000 1.000 20664.0 83750.0 24.7 UKOOA

1433 18890.6 5636.7 -0.1 49267.1 39326.6 2.129 2.440 22667.2 83750.0 27.1 UKOOA 1434 18890.6 7247.4 -0.3 52352.9 39326.6 2.129 2.440 23746.3 83750.0 28.4 UKOOA

1434 18890.6 7247.4 0.3 52352.9 39326.6 2.129 2.440 23746.3 83750.0 28.4 UKOOA 1440 18890.6 2924.3 0.1 44070.8 39326.6 2.129 2.440 20849.9 83750.0 24.9 UKOOA

1440 18890.6 1373.3 -0.1 37781.1 39326.6 1.000 1.000 19810.7 83750.0 23.7 UKOOA 1441 18890.6 4819.3 0.1 37781.1 39326.6 1.000 1.000 22119.5 83750.0 26.4 UKOOA

1441 18890.6 4819.3 -0.1 37781.1 39326.6 1.000 1.000 22119.5 83750.0 26.4 UKOOA 1442 18890.6 2833.2 0.1 37781.1 39326.6 1.000 1.000 20788.8 83750.0 24.8 UKOOA


322

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1442 18890.6 2833.2 -0.1 37781.1 39326.6 1.000 1.000 20788.8 83750.0 24.8 UKOOA 1443 18890.6 818.4 0.1 37781.1 39326.6 1.000 1.000 19438.9 83750.0 23.2 UKOOA

1443 18890.6 818.4 -0.1 37781.1 39326.6 1.000 1.000 19438.9 83750.0 23.2 UKOOA 1444 18890.6 205.2 0.1 37781.1 39326.6 1.000 1.000 19028.0 83750.0 22.7 UKOOA

1444 18890.6 205.2 -0.1 37781.1 39326.6 1.000 1.000 19028.0 83750.0 22.7 UKOOA 1445 18890.6 232.5 0.1 37781.1 39326.6 1.000 1.000 19046.3 83750.0 22.7 UKOOA

1445 18890.6 232.5 -0.1 37781.1 39326.6 1.000 1.000 19046.3 83750.0 22.7 UKOOA 1446 18890.6 734.7 0.1 37781.1 39326.6 1.000 1.000 19382.8 83750.0 23.1 UKOOA

1446 18890.6 734.7 -0.1 37781.1 39326.6 1.000 1.000 19382.8 83750.0 23.1 UKOOA 1447 18890.6 2872.2 0.1 37781.1 39326.6 1.000 1.000 20815.0 83750.0 24.9 UKOOA

1447 18890.6 2872.2 -0.1 37781.1 39326.6 1.000 1.000 20815.0 83750.0 24.9 UKOOA 1448 18890.6 5334.1 0.1 37781.1 39326.6 1.000 1.000 22464.4 83750.0 26.8 UKOOA

1448 18890.6 5334.1 -0.1 37781.1 39326.6 1.000 1.000 22464.4 83750.0 26.8 UKOOA 1449 18890.6 2837.1 0.1 37781.1 39326.6 1.000 1.000 20791.4 83750.0 24.8 UKOOA

1449 18890.6 7274.3 -0.1 52333.3 39326.6 2.564 2.938 23764.4 83750.0 28.4 UKOOA 1451 18890.6 3718.9 0.1 45689.5 39326.6 2.564 2.938 21382.2 83750.0 25.5 UKOOA

1451 18890.6 3718.9 -0.1 45689.5 39326.6 2.564 2.938 21382.2 83750.0 25.5 UKOOA 1450 18890.6 3329.2 0.2 44961.3 39326.6 2.564 2.938 21121.1 83750.0 25.2 UKOOA

1450 18890.6 1298.4 -0.2 37781.1 39326.6 1.000 1.000 19760.5 83750.0 23.6 UKOOA 1452 18890.6 2400.5 0.2 37781.1 39326.6 1.000 1.000 20498.9 83750.0 24.5 UKOOA


323

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1452 18890.6 2400.5 -0.2 37781.1 39326.6 1.000 1.000 20498.9 83750.0 24.5 UKOOA 1453 18890.6 1829.5 0.2 37781.1 39326.6 1.000 1.000 20116.3 83750.0 24.0 UKOOA

1453 18890.6 1829.5 -0.2 37781.1 39326.6 1.000 1.000 20116.3 83750.0 24.0 UKOOA 1454 18890.6 714.8 0.2 37781.1 39326.6 1.000 1.000 19369.5 83750.0 23.1 UKOOA

1454 18890.6 714.8 -0.2 37781.1 39326.6 1.000 1.000 19369.5 83750.0 23.1 UKOOA 1455 18890.6 79.6 0.2 37781.1 39326.6 1.000 1.000 18943.9 83750.0 22.6 UKOOA

1455 18890.6 79.6 -0.2 37781.1 39326.6 1.000 1.000 18943.9 83750.0 22.6 UKOOA 1456 18890.6 21.1 0.2 37781.1 39326.6 1.000 1.000 18904.7 83750.0 22.6 UKOOA

1456 18890.6 21.1 -0.2 37781.1 39326.6 1.000 1.000 18904.7 83750.0 22.6 UKOOA 1457 18890.6 18.5 0.2 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA

1457 18890.6 18.5 -0.2 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA 538 18890.6 1.3 0.2 37781.1 39326.6 1.000 1.000 18891.4 83750.0 22.6 UKOOA

538 18890.6 1.3 -0.2 37781.1 39326.6 1.000 1.000 18891.4 83750.0 22.6 UKOOA 490 18890.6 21.0 0.2 37781.1 39326.6 1.000 1.000 18904.6 83750.0 22.6 UKOOA

145 18890.6 103.0 3.5 37781.1 39326.6 1.000 1.000 18959.6 83750.0 22.6 UKOOA 166 18890.6 721.6 -3.5 37781.1 39326.6 1.000 1.000 19374.0 83750.0 23.1 UKOOA

166 18890.6 721.6 3.5 37781.1 39326.6 1.000 1.000 19374.0 83750.0 23.1 UKOOA 167 18890.6 1388.3 -3.5 37781.1 39326.6 1.000 1.000 19820.7 83750.0 23.7 UKOOA

167 18890.6 2956.3 3.5 44132.1 39326.6 2.129 2.440 20871.3 83750.0 24.9 UKOOA 168 18890.6 680.3 -1.6 39771.7 39326.6 2.129 2.440 19346.4 83750.0 23.1 UKOOA

168 18890.6 680.3 1.6 39771.7 39326.6 2.129 2.440 19346.4 83750.0 23.1 UKOOA


324

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

2145 18890.6 2756.0 0.0 43748.3 39326.6 2.129 2.440 20737.1 83750.0 24.8 UKOOA

2145 18890.6 1294.2 -0.0 37781.1 39326.6 1.000 1.000 19757.7 83750.0 23.6 UKOOA 2154 18890.6 805.7 0.0 37781.1 39326.6 1.000 1.000 19430.4 83750.0 23.2 UKOOA

2154 18890.6 805.7 0.0 37781.1 39326.6 1.000 1.000 19430.4 83750.0 23.2 UKOOA 2155 18890.6 130.1 -0.0 37781.1 39326.6 1.000 1.000 18977.7 83750.0 22.7 UKOOA

210 18890.6 2537.0 0.0 37781.1 39326.6 1.000 1.000 20590.4 83750.0 24.6 UKOOA 214 18890.6 767.4 -0.0 37781.1 39326.6 1.000 1.000 19404.7 83750.0 23.2 UKOOA

214 18890.6 767.4 0.0 37781.1 39326.6 1.000 1.000 19404.7 83750.0 23.2 UKOOA 215 18890.6 1017.0 -0.0 37781.1 39326.6 1.000 1.000 19571.9 83750.0 23.4 UKOOA

215 18890.6 1017.0 0.0 37781.1 39326.6 1.000 1.000 19571.9 83750.0 23.4 UKOOA 216 18890.6 518.1 -0.0 37781.1 39326.6 1.000 1.000 19237.7 83750.0 23.0 UKOOA

216 18890.6 518.1 0.0 37781.1 39326.6 1.000 1.000 19237.7 83750.0 23.0 UKOOA 217 18890.6 30.9 -0.0 37781.1 39326.6 1.000 1.000 18911.2 83750.0 22.6 UKOOA

217 18890.6 30.9 0.0 37781.1 39326.6 1.000 1.000 18911.2 83750.0 22.6 UKOOA 218 18890.6 7.3 -0.0 37781.1 39326.6 1.000 1.000 18895.5 83750.0 22.6 UKOOA

218 18890.6 7.3 0.0 37781.1 39326.6 1.000 1.000 18895.5 83750.0 22.6 UKOOA 221 18890.6 2.1 -0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0 22.6 UKOOA

221 18890.6 2.1 0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0 22.6 UKOOA 222 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0 22.6 UKOOA

222 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0 22.6 UKOOA 223 18890.6 14.0 -0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0 22.6 UKOOA


325

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

223 18890.6 14.0 0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0 22.6 UKOOA 224 18890.6 15.1 -0.0 37781.1 39326.6 1.000 1.000 18900.7 83750.0 22.6 UKOOA

224 18890.6 15.1 0.0 37781.1 39326.6 1.000 1.000 18900.7 83750.0 22.6 UKOOA 225 18890.6 18.3 -0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA

225 18890.6 18.3 0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA 2209 18890.6 75.7 -0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0 22.6 UKOOA

2209 18890.6 75.7 0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0 22.6 UKOOA 2210 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0 22.7 UKOOA

270 18890.6 379.8 0.0 37781.1 39326.6 1.000 1.000 19145.0 83750.0 22.9 UKOOA 301 18890.6 564.7 -0.0 37781.1 39326.6 1.000 1.000 19268.9 83750.0 23.0 UKOOA

301 18890.6 564.7 0.0 37781.1 39326.6 1.000 1.000 19268.9 83750.0 23.0 UKOOA 302 18890.6 304.8 -0.0 37781.1 39326.6 1.000 1.000 19094.8 83750.0 22.8 UKOOA

302 18890.6 304.8 0.0 37781.1 39326.6 1.000 1.000 19094.8 83750.0 22.8 UKOOA 3269 18890.6 170.1 -0.0 37781.1 39326.6 1.000 1.000 19004.5 83750.0 22.7 UKOOA

3269 18890.6 170.1 0.0 37781.1 39326.6 1.000 1.000 19004.5 83750.0 22.7 UKOOA 3270 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0 22.7 UKOOA

350 18890.6 33.9 -2.2 37781.1 39326.6 1.000 1.000 18913.2 83750.0 22.6 UKOOA 419 18890.6 557.8 2.2 37781.1 39326.6 1.000 1.000 19264.3 83750.0 23.0 UKOOA

419 18890.6 557.8 -2.2 37781.1 39326.6 1.000 1.000 19264.3 83750.0 23.0 UKOOA 421 18890.6 1352.9 2.2 37781.1 39326.6 1.000 1.000 19797.0 83750.0 23.6 UKOOA


326

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

421 18890.6 2881.0 -2.2 43987.8 39326.6 2.129 2.440 20820.9 83750.0 24.9 UKOOA 422 18890.6 654.3 0.8 39721.9 39326.6 2.129 2.440 19329.0 83750.0 23.1 UKOOA

422 18890.6 654.3 -0.8 39721.9 39326.6 2.129 2.440 19329.0 83750.0 23.1 UKOOA 3350 18890.6 2775.1 -0.0 43784.8 39326.6 2.129 2.440 20749.9 83750.0 24.8 UKOOA

3350 18890.6 1303.2 0.0 37781.1 39326.6 1.000 1.000 19763.7 83750.0 23.6 UKOOA 3359 18890.6 811.4 -0.0 37781.1 39326.6 1.000 1.000 19434.2 83750.0 23.2 UKOOA

3359 18890.6 811.4 0.0 37781.1 39326.6 1.000 1.000 19434.2 83750.0 23.2 UKOOA 3360 18890.6 130.5 -0.0 37781.1 39326.6 1.000 1.000 18978.0 83750.0 22.7 UKOOA

370 18890.6 19.3 -2.2 37781.1 39326.6 1.000 1.000 18903.5 83750.0 22.6 UKOOA 423 18890.6 611.8 2.2 37781.1 39326.6 1.000 1.000 19300.5 83750.0 23.0 UKOOA

423 18890.6 611.8 -2.2 37781.1 39326.6 1.000 1.000 19300.5 83750.0 23.0 UKOOA 424 18890.6 1380.5 2.2 37781.1 39326.6 1.000 1.000 19815.5 83750.0 23.7 UKOOA

424 18890.6 2939.8 -2.2 44100.4 39326.6 2.129 2.440 20860.2 83750.0 24.9 UKOOA 425 18890.6 676.3 0.8 39764.0 39326.6 2.129 2.440 19343.7 83750.0 23.1 UKOOA

425 18890.6 676.3 -0.8 39764.0 39326.6 2.129 2.440 19343.7 83750.0 23.1 UKOOA 4370 18890.6 2769.8 -0.0 43774.8 39326.6 2.129 2.440 20746.3 83750.0 24.8 UKOOA

4370 18890.6 1300.7 0.0 37781.1 39326.6 1.000 1.000 19762.0 83750.0 23.6 UKOOA 4379 18890.6 809.8 -0.0 37781.1 39326.6 1.000 1.000 19433.1 83750.0 23.2 UKOOA

4379 18890.6 809.8 0.0 37781.1 39326.6 1.000 1.000 19433.1 83750.0 23.2 UKOOA 4380 18890.6 130.5 -0.0 37781.1 39326.6 1.000 1.000 18978.0 83750.0 22.7 UKOOA

580 18890.6 18.0 0.0 37781.1 39326.6 1.000 1.000 18902.6 83750.0 22.6 UKOOA


327

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

581 18890.6 31.9 -0.0 37781.1 39326.6 1.000 1.000 18912.0 83750.0 22.6 UKOOA

581 18890.6 31.9 0.0 37781.1 39326.6 1.000 1.000 18912.0 83750.0 22.6 UKOOA 582 18890.6 24.5 -0.0 37781.1 39326.6 1.000 1.000 18907.0 83750.0 22.6 UKOOA

582 18890.6 24.5 0.0 37781.1 39326.6 1.000 1.000 18907.0 83750.0 22.6 UKOOA 583 18890.6 13.7 -0.0 37781.1 39326.6 1.000 1.000 18899.7 83750.0 22.6 UKOOA

583 18890.6 13.7 0.0 37781.1 39326.6 1.000 1.000 18899.7 83750.0 22.6 UKOOA 584 18890.6 13.8 -0.0 37781.1 39326.6 1.000 1.000 18899.8 83750.0 22.6 UKOOA

584 18890.6 13.8 0.0 37781.1 39326.6 1.000 1.000 18899.8 83750.0 22.6 UKOOA 585 18890.6 14.7 -0.0 37781.1 39326.6 1.000 1.000 18900.4 83750.0 22.6 UKOOA

585 18890.6 14.7 0.0 37781.1 39326.6 1.000 1.000 18900.4 83750.0 22.6 UKOOA 586 18890.6 18.4 -0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA

586 18890.6 18.4 0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA 4579 18890.6 75.7 -0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0 22.6 UKOOA

4579 18890.6 75.7 0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0 22.6 UKOOA 4580 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0 22.7 UKOOA

590 18890.6 37.1 -3.7 37781.1 39326.6 1.000 1.000 18915.4 83750.0 22.6 UKOOA 597 18890.6 627.8 3.7 37781.1 39326.6 1.000 1.000 19311.2 83750.0 23.1 UKOOA

597 18890.6 627.8 -3.7 37781.1 39326.6 1.000 1.000 19311.2 83750.0 23.1 UKOOA 598 18890.6 1374.7 3.7 37781.1 39326.6 1.000 1.000 19811.6 83750.0 23.7 UKOOA

598 18890.6 2927.5 -3.7 44076.8 39326.6 2.129 2.440 20852.0 83750.0 24.9 UKOOA 601 18890.6 676.3 1.6 39764.0 39326.6 2.129 2.440 19343.7 83750.0 23.1 UKOOA


328

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

601 18890.6 676.3 -1.6 39764.0 39326.6 2.129 2.440 19343.7 83750.0 23.1 UKOOA 5590 18890.6 2741.8 -0.0 43721.0 39326.6 2.129 2.440 20727.5 83750.0 24.7 UKOOA

5590 18890.6 1287.5 0.0 37781.1 39326.6 1.000 1.000 19753.2 83750.0 23.6 UKOOA 5599 18890.6 801.6 -0.0 37781.1 39326.6 1.000 1.000 19427.6 83750.0 23.2 UKOOA

5599 18890.6 801.6 0.0 37781.1 39326.6 1.000 1.000 19427.6 83750.0 23.2 UKOOA 5600 18890.6 130.1 -0.0 37781.1 39326.6 1.000 1.000 18977.7 83750.0 22.7 UKOOA

900 18890.6 2.6 2.3 37781.1 39326.6 1.000 1.000 18892.3 83750.0 22.6 UKOOA 905 18890.6 1382.1 -2.3 37781.1 39326.6 1.000 1.000 19816.5 83750.0 23.7 UKOOA

905 18890.6 2943.1 2.3 44106.7 39326.6 2.129 2.440 20862.4 83750.0 24.9 UKOOA 906 18890.6 652.8 -0.8 39718.9 39326.6 2.129 2.440 19327.9 83750.0 23.1 UKOOA

906 18890.6 652.8 0.8 39718.9 39326.6 2.129 2.440 19327.9 83750.0 23.1 UKOOA 6900 18890.6 2566.7 0.0 43385.6 39326.6 2.129 2.440 20610.2 83750.0 24.6 UKOOA

6900 18890.6 1205.3 -0.0 37781.1 39326.6 1.000 1.000 19698.1 83750.0 23.5 UKOOA 6909 18890.6 750.7 0.0 37781.1 39326.6 1.000 1.000 19393.5 83750.0 23.2 UKOOA

6909 18890.6 750.7 -0.0 37781.1 39326.6 1.000 1.000 19393.5 83750.0 23.2 UKOOA 6910 18890.6 130.4 0.0 37781.1 39326.6 1.000 1.000 18978.0 83750.0 22.7 UKOOA

910 18890.6 1249.6 5.7 37781.1 39326.6 1.000 1.000 19727.8 83750.0 23.6 UKOOA 917 18890.6 498.5 -5.7 37781.1 39326.6 1.000 1.000 19224.5 83750.0 23.0 UKOOA

917 18890.6 1061.5 5.7 40502.0 39326.6 2.129 2.440 19601.8 83750.0 23.4 UKOOA 918 18890.6 534.2 -2.8 39491.5 39326.6 2.129 2.440 19248.5 83750.0 23.0 UKOOA


329

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

918 18890.6 534.2 2.8 39491.5 39326.6 2.129 2.440 19248.5 83750.0 23.0 UKOOA 7910 18890.6 2900.8 0.0 44025.6 39326.6 2.129 2.440 20834.1 83750.0 24.9 UKOOA

7910 18890.6 1362.2 -0.0 37781.1 39326.6 1.000 1.000 19803.2 83750.0 23.6 UKOOA 7919 18890.6 847.8 0.0 37781.1 39326.6 1.000 1.000 19458.6 83750.0 23.2 UKOOA

7919 18890.6 847.8 -0.0 37781.1 39326.6 1.000 1.000 19458.6 83750.0 23.2 UKOOA 7920 18890.6 129.6 0.0 37781.1 39326.6 1.000 1.000 18977.4 83750.0 22.7 UKOOA

930 18890.6 263.5 0.0 37781.1 39326.6 1.000 1.000 19067.1 83750.0 22.8 UKOOA 946 18890.6 651.5 -0.0 37781.1 39326.6 1.000 1.000 19327.1 83750.0 23.1 UKOOA

946 18890.6 651.5 0.0 37781.1 39326.6 1.000 1.000 19327.1 83750.0 23.1 UKOOA 947 18890.6 475.5 -0.0 37781.1 39326.6 1.000 1.000 19209.2 83750.0 22.9 UKOOA

947 18890.6 475.5 0.0 37781.1 39326.6 1.000 1.000 19209.2 83750.0 22.9 UKOOA 948 18890.6 177.8 -0.0 37781.1 39326.6 1.000 1.000 19009.7 83750.0 22.7 UKOOA

948 18890.6 177.8 0.0 37781.1 39326.6 1.000 1.000 19009.7 83750.0 22.7 UKOOA 949 18890.6 91.2 -0.0 37781.1 39326.6 1.000 1.000 18951.7 83750.0 22.6 UKOOA

949 18890.6 91.2 0.0 37781.1 39326.6 1.000 1.000 18951.7 83750.0 22.6 UKOOA 952 18890.6 15.3 -0.0 37781.1 39326.6 1.000 1.000 18900.8 83750.0 22.6 UKOOA

952 18890.6 15.3 0.0 37781.1 39326.6 1.000 1.000 18900.8 83750.0 22.6 UKOOA 953 18890.6 22.4 -0.0 37781.1 39326.6 1.000 1.000 18905.6 83750.0 22.6 UKOOA

953 18890.6 22.4 0.0 37781.1 39326.6 1.000 1.000 18905.6 83750.0 22.6 UKOOA 8929 18890.6 75.9 -0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0 22.6 UKOOA

8929 18890.6 75.9 0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0 22.6 UKOOA


330

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

8930 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0 22.7 UKOOA

950 18890.6 778.1 4.1 37781.1 39326.6 1.000 1.000 19411.9 83750.0 23.2 UKOOA 954 18890.6 389.9 -4.1 37781.1 39326.6 1.000 1.000 19151.8 83750.0 22.9 UKOOA

954 18890.6 389.9 4.1 37781.1 39326.6 1.000 1.000 19151.8 83750.0 22.9 UKOOA 955 18890.6 808.1 -4.1 37781.1 39326.6 1.000 1.000 19432.0 83750.0 23.2 UKOOA

955 18890.6 1720.9 4.1 41765.2 39326.6 2.129 2.440 20043.5 83750.0 23.9 UKOOA 956 18890.6 173.0 -1.9 38799.3 39326.6 2.129 2.440 19006.5 83750.0 22.7 UKOOA

956 18890.6 173.0 1.9 38799.3 39326.6 2.129 2.440 19006.5 83750.0 22.7 UKOOA 9950 18890.6 2919.7 0.0 44061.9 39326.6 2.129 2.440 20846.7 83750.0 24.9 UKOOA

9950 18890.6 1371.1 -0.0 37781.1 39326.6 1.000 1.000 19809.2 83750.0 23.7 UKOOA 9959 18890.6 853.4 0.0 37781.1 39326.6 1.000 1.000 19462.3 83750.0 23.2 UKOOA

9959 18890.6 853.4 -0.0 37781.1 39326.6 1.000 1.000 19462.3 83750.0 23.2 UKOOA 9960 18890.6 130.0 0.0 37781.1 39326.6 1.000 1.000 18977.6 83750.0 22.7 UKOOA

960 18890.6 5.7 0.0 37781.1 39326.6 1.000 1.000 18894.4 83750.0 22.6 UKOOA 968 18890.6 57.4 -0.0 37781.1 39326.6 1.000 1.000 18929.0 83750.0 22.6 UKOOA

968 18890.6 57.4 0.0 37781.1 39326.6 1.000 1.000 18929.0 83750.0 22.6 UKOOA 971 18890.6 36.3 -0.0 37781.1 39326.6 1.000 1.000 18914.9 83750.0 22.6 UKOOA

971 18890.6 36.3 0.0 37781.1 39326.6 1.000 1.000 18914.9 83750.0 22.6 UKOOA 972 18890.6 15.6 -0.0 37781.1 39326.6 1.000 1.000 18901.0 83750.0 22.6 UKOOA

972 18890.6 15.6 0.0 37781.1 39326.6 1.000 1.000 18901.0 83750.0 22.6 UKOOA 973 18890.6 13.9 -0.0 37781.1 39326.6 1.000 1.000 18899.9 83750.0 22.6 UKOOA


331

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

973 18890.6 13.9 0.0 37781.1 39326.6 1.000 1.000 18899.9 83750.0 22.6 UKOOA 974 18890.6 14.8 -0.0 37781.1 39326.6 1.000 1.000 18900.5 83750.0 22.6 UKOOA

974 18890.6 14.8 0.0 37781.1 39326.6 1.000 1.000 18900.5 83750.0 22.6 UKOOA 975 18890.6 18.4 -0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA

975 18890.6 18.4 0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA

10959 18890.6 75.7 -0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0 22.6 UKOOA

10959 18890.6 75.7 0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0 22.6 UKOOA 10960 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0 22.7 UKOOA

1250 18890.6 433.6 -6.0 37781.1 39326.6 1.000 1.000 19181.1 83750.0 22.9 UKOOA 1251 18890.6 420.7 6.0 37781.1 39326.6 1.000 1.000 19172.4 83750.0 22.9 UKOOA

1251 18890.6 420.7 -6.0 37781.1 39326.6 1.000 1.000 19172.4 83750.0 22.9 UKOOA 1252 18890.6 1203.7 6.0 37781.1 39326.6 1.000 1.000 19697.0 83750.0 23.5 UKOOA

1252 18890.6 2563.3 -6.0 43379.1 39326.6 2.129 2.440 20608.0 83750.0 24.6 UKOOA 1253 18890.6 520.7 3.0 39465.6 39326.6 2.129 2.440 19239.4 83750.0 23.0 UKOOA

1253 18890.6 520.7 -3.0 39465.6 39326.6 2.129 2.440 19239.4 83750.0 23.0 UKOOA 11250 18890.6 2739.4 -0.0 43716.6 39326.6 2.129 2.440 20726.0 83750.0 24.7 UKOOA

11250 18890.6 1286.4 0.0 37781.1 39326.6 1.000 1.000 19752.5 83750.0 23.6 UKOOA 11259 18890.6 800.8 -0.0 37781.1 39326.6 1.000 1.000 19427.1 83750.0 23.2 UKOOA

11259 18890.6 800.8 0.0 37781.1 39326.6 1.000 1.000 19427.1 83750.0 23.2 UKOOA 11260 18890.6 129.5 -0.0 37781.1 39326.6 1.000 1.000 18977.3 83750.0 22.7 UKOOA


332

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1260 18890.6 26.8 -0.0 37781.1 39326.6 1.000 1.000 18908.5 83750.0 22.6 UKOOA 1265 18890.6 161.0 0.0 37781.1 39326.6 1.000 1.000 18998.4 83750.0 22.7 UKOOA

1265 18890.6 161.0 -0.0 37781.1 39326.6 1.000 1.000 18998.4 83750.0 22.7 UKOOA 1266 18890.6 108.8 0.0 37781.1 39326.6 1.000 1.000 18963.5 83750.0 22.6 UKOOA

1266 18890.6 108.8 -0.0 37781.1 39326.6 1.000 1.000 18963.5 83750.0 22.6 UKOOA 1267 18890.6 35.9 0.0 37781.1 39326.6 1.000 1.000 18914.6 83750.0 22.6 UKOOA

1267 18890.6 35.9 -0.0 37781.1 39326.6 1.000 1.000 18914.6 83750.0 22.6 UKOOA 1268 18890.6 7.1 0.0 37781.1 39326.6 1.000 1.000 18895.3 83750.0 22.6 UKOOA

1268 18890.6 7.1 -0.0 37781.1 39326.6 1.000 1.000 18895.3 83750.0 22.6 UKOOA 1269 18890.6 14.3 0.0 37781.1 39326.6 1.000 1.000 18900.1 83750.0 22.6 UKOOA

1269 18890.6 14.3 -0.0 37781.1 39326.6 1.000 1.000 18900.1 83750.0 22.6 UKOOA 1271 18890.6 14.7 0.0 37781.1 39326.6 1.000 1.000 18900.4 83750.0 22.6 UKOOA

1271 18890.6 14.7 -0.0 37781.1 39326.6 1.000 1.000 18900.4 83750.0 22.6 UKOOA 1272 18890.6 18.6 0.0 37781.1 39326.6 1.000 1.000 18903.0 83750.0 22.6 UKOOA

1272 18890.6 18.6 -0.0 37781.1 39326.6 1.000 1.000 18903.0 83750.0 22.6 UKOOA 12259 18890.6 75.9 0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0 22.6 UKOOA

12259 18890.6 75.9 -0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0 22.6 UKOOA 12260 18890.6 133.1 0.0 37781.1 39326.6 1.000 1.000 18979.8 83750.0 22.7 UKOOA

1270 18890.6 169.2 -2.7 37781.1 39326.6 1.000 1.000 19003.9 83750.0 22.7 UKOOA 1273 18890.6 1730.7 2.7 37781.1 39326.6 1.000 1.000 20050.1 83750.0 23.9 UKOOA

1273 18890.6 3685.4 -2.7 45528.9 39326.6 2.129 2.440 21359.8 83750.0 25.5 UKOOA


333

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1274 18890.6 1086.8 1.1 40550.5 39326.6 2.129 2.440 19618.7 83750.0 23.4 UKOOA

1274 18890.6 1086.8 -1.1 40550.5 39326.6 2.129 2.440 19618.7 83750.0 23.4 UKOOA 13270 18890.6 2434.1 -0.0 43131.6 39326.6 2.129 2.440 20521.4 83750.0 24.5 UKOOA

13270 18890.6 1143.0 0.0 37781.1 39326.6 1.000 1.000 19656.4 83750.0 23.5 UKOOA 13279 18890.6 712.0 -0.0 37781.1 39326.6 1.000 1.000 19367.6 83750.0 23.1 UKOOA

13279 18890.6 712.0 0.0 37781.1 39326.6 1.000 1.000 19367.6 83750.0 23.1 UKOOA 13280 18890.6 130.3 -0.0 37781.1 39326.6 1.000 1.000 18977.9 83750.0 22.7 UKOOA

1310 18890.6 398.7 0.0 37781.1 39326.6 1.000 1.000 19157.7 83750.0 22.9 UKOOA 1339 18890.6 933.5 -0.0 37781.1 39326.6 1.000 1.000 19516.0 83750.0 23.3 UKOOA

1339 18890.6 933.5 0.0 37781.1 39326.6 1.000 1.000 19516.0 83750.0 23.3 UKOOA 1368 18890.6 689.7 -0.0 37781.1 39326.6 1.000 1.000 19352.6 83750.0 23.1 UKOOA

1368 18890.6 689.7 0.0 37781.1 39326.6 1.000 1.000 19352.6 83750.0 23.1 UKOOA 1369 18890.6 262.7 -0.0 37781.1 39326.6 1.000 1.000 19066.5 83750.0 22.8 UKOOA

1369 18890.6 262.7 0.0 37781.1 39326.6 1.000 1.000 19066.5 83750.0 22.8 UKOOA 1404 18890.6 33.9 -0.0 37781.1 39326.6 1.000 1.000 18913.3 83750.0 22.6 UKOOA

1404 18890.6 33.9 0.0 37781.1 39326.6 1.000 1.000 18913.3 83750.0 22.6 UKOOA 1405 18890.6 13.2 -0.0 37781.1 39326.6 1.000 1.000 18899.4 83750.0 22.6 UKOOA

1405 18890.6 13.2 0.0 37781.1 39326.6 1.000 1.000 18899.4 83750.0 22.6 UKOOA 1406 18890.6 14.1 -0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0 22.6 UKOOA

1406 18890.6 14.1 0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0 22.6 UKOOA 1407 18890.6 15.1 -0.0 37781.1 39326.6 1.000 1.000 18900.7 83750.0 22.6 UKOOA


334

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1407 18890.6 15.1 0.0 37781.1 39326.6 1.000 1.000 18900.7 83750.0 22.6 UKOOA 1408 18890.6 18.4 -0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA

1408 18890.6 18.4 0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0 22.6 UKOOA 14309 18890.6 75.7 -0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0 22.6 UKOOA

14309 18890.6 75.7 0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0 22.6 UKOOA 14310 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0 22.7 UKOOA

1330 18890.6 2185.4 0.0 37781.1 39326.6 1.000 1.000 20354.8 83750.0 24.3 UKOOA 1409 18890.6 1342.9 -0.0 37781.1 39326.6 1.000 1.000 19790.3 83750.0 23.6 UKOOA

1409 18890.6 1342.9 0.0 37781.1 39326.6 1.000 1.000 19790.3 83750.0 23.6 UKOOA 1411 18890.6 1320.5 -0.0 37781.1 39326.6 1.000 1.000 19775.3 83750.0 23.6 UKOOA

1411 18890.6 1320.5 0.0 37781.1 39326.6 1.000 1.000 19775.3 83750.0 23.6 UKOOA 1412 18890.6 599.4 -0.0 37781.1 39326.6 1.000 1.000 19292.1 83750.0 23.0 UKOOA

1412 18890.6 599.4 0.0 37781.1 39326.6 1.000 1.000 19292.1 83750.0 23.0 UKOOA 1413 18890.6 45.5 -0.0 37781.1 39326.6 1.000 1.000 18921.0 83750.0 22.6 UKOOA

1413 18890.6 45.5 0.0 37781.1 39326.6 1.000 1.000 18921.0 83750.0 22.6 UKOOA 1414 18890.6 5.5 -0.0 37781.1 39326.6 1.000 1.000 18894.2 83750.0 22.6 UKOOA

1414 18890.6 5.5 0.0 37781.1 39326.6 1.000 1.000 18894.2 83750.0 22.6 UKOOA 1415 18890.6 25.7 -0.0 37781.1 39326.6 1.000 1.000 18907.8 83750.0 22.6 UKOOA

1415 18890.6 25.7 0.0 37781.1 39326.6 1.000 1.000 18907.8 83750.0 22.6 UKOOA 1416 18890.6 102.3 -0.0 37781.1 39326.6 1.000 1.000 18959.1 83750.0 22.6 UKOOA


335

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1416 18890.6 102.3 0.0 37781.1 39326.6 1.000 1.000 18959.1 83750.0 22.6 UKOOA 1417 18890.6 150.3 -0.0 37781.1 39326.6 1.000 1.000 18991.3 83750.0 22.7 UKOOA

1417 18890.6 150.3 0.0 37781.1 39326.6 1.000 1.000 18991.3 83750.0 22.7 UKOOA 1418 18890.6 1013.1 -0.0 37781.1 39326.6 1.000 1.000 19569.3 83750.0 23.4 UKOOA

1418 18890.6 1013.1 0.0 37781.1 39326.6 1.000 1.000 19569.3 83750.0 23.4 UKOOA 1419 18890.6 3894.8 -0.0 37781.1 39326.6 1.000 1.000 21500.1 83750.0 25.7 UKOOA

1419 18890.6 3894.8 0.0 37781.1 39326.6 1.000 1.000 21500.1 83750.0 25.7 UKOOA 1421 18890.6 7493.8 -0.0 37781.1 39326.6 1.000 1.000 23911.4 83750.0 28.6 UKOOA

1421 18890.6 19213.9 0.0 74643.9 41194.4 2.564 2.938 31763.9 83750.0 37.9 UKOOA 1422 18890.6 1749.6 -0.0 42009.7 39326.6 2.564 2.938 20062.8 83750.0 24.0 UKOOA

1422 18890.6 1749.6 0.0 42009.7 39326.6 2.564 2.938 20062.8 83750.0 24.0 UKOOA 15320 18890.6 21031.6 0.0 78040.6 40394.8 2.564 2.938 32981.8 83750.0 39.4 UKOOA

15320 18890.6 8202.7 -0.0 37781.1 39326.6 1.000 1.000 24386.4 83750.0 29.1 UKOOA 15321 18890.6 7261.2 0.0 37781.1 39326.6 1.000 1.000 23755.6 83750.0 28.4 UKOOA

15321 18890.6 7261.2 -0.0 37781.1 39326.6 1.000 1.000 23755.6 83750.0 28.4 UKOOA 15322 18890.6 3037.4 0.0 37781.1 39326.6 1.000 1.000 20925.6 83750.0 25.0 UKOOA

15322 18890.6 3037.4 -0.0 37781.1 39326.6 1.000 1.000 20925.6 83750.0 25.0 UKOOA 15323 18890.6 422.3 0.0 37781.1 39326.6 1.000 1.000 19173.5 83750.0 22.9 UKOOA

15323 18890.6 422.3 -0.0 37781.1 39326.6 1.000 1.000 19173.5 83750.0 22.9 UKOOA 15324 18890.6 370.3 0.0 37781.1 39326.6 1.000 1.000 19138.7 83750.0 22.9 UKOOA

15324 18890.6 370.3 -0.0 37781.1 39326.6 1.000 1.000 19138.7 83750.0 22.9 UKOOA


336

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

15326 18890.6 61.4 0.0 37781.1 39326.6 1.000 1.000 18931.7 83750.0 22.6 UKOOA

15326 18890.6 61.4 -0.0 37781.1 39326.6 1.000 1.000 18931.7 83750.0 22.6 UKOOA 15327 18890.6 16.0 0.0 37781.1 39326.6 1.000 1.000 18901.3 83750.0 22.6 UKOOA

15327 18890.6 16.0 -0.0 37781.1 39326.6 1.000 1.000 18901.3 83750.0 22.6 UKOOA 15328 18890.6 18.1 0.0 37781.1 39326.6 1.000 1.000 18902.7 83750.0 22.6 UKOOA

15328 18890.6 18.1 -0.0 37781.1 39326.6 1.000 1.000 18902.7 83750.0 22.6 UKOOA 15329 18890.6 19.0 0.0 37781.1 39326.6 1.000 1.000 18903.3 83750.0 22.6 UKOOA

15329 18890.6 19.0 -0.0 37781.1 39326.6 1.000 1.000 18903.3 83750.0 22.6 UKOOA 15331 18890.6 75.8 0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0 22.6 UKOOA

15331 18890.6 75.8 -0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0 22.6 UKOOA 15325 18890.6 133.1 0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0 22.7 UKOOA

1360 18890.6 3193.3 -0.0 37781.1 39326.6 1.000 1.000 21030.1 83750.0 25.1 UKOOA 1423 18890.6 1509.4 0.0 37781.1 39326.6 1.000 1.000 19901.9 83750.0 23.8 UKOOA

1423 18890.6 1509.4 -0.0 37781.1 39326.6 1.000 1.000 19901.9 83750.0 23.8 UKOOA 1424 18890.6 1609.1 0.0 37781.1 39326.6 1.000 1.000 19968.7 83750.0 23.8 UKOOA

1424 18890.6 1609.1 -0.0 37781.1 39326.6 1.000 1.000 19968.7 83750.0 23.8 UKOOA 1425 18890.6 725.0 0.0 37781.1 39326.6 1.000 1.000 19376.3 83750.0 23.1 UKOOA

1425 18890.6 725.0 -0.0 37781.1 39326.6 1.000 1.000 19376.3 83750.0 23.1 UKOOA 1426 18890.6 57.1 0.0 37781.1 39326.6 1.000 1.000 18928.8 83750.0 22.6 UKOOA

1426 18890.6 57.1 -0.0 37781.1 39326.6 1.000 1.000 18928.8 83750.0 22.6 UKOOA 1427 18890.6 58.4 0.0 37781.1 39326.6 1.000 1.000 18929.7 83750.0 22.6 UKOOA


337

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1427 18890.6 58.4 -0.0 37781.1 39326.6 1.000 1.000 18929.7 83750.0 22.6 UKOOA 1428 18890.6 27.6 0.0 37781.1 39326.6 1.000 1.000 18909.1 83750.0 22.6 UKOOA

1428 18890.6 27.6 -0.0 37781.1 39326.6 1.000 1.000 18909.1 83750.0 22.6 UKOOA 1429 18890.6 19.1 0.0 37781.1 39326.6 1.000 1.000 18903.3 83750.0 22.6 UKOOA

1429 18890.6 19.1 -0.0 37781.1 39326.6 1.000 1.000 18903.3 83750.0 22.6 UKOOA 16359 18890.6 75.9 0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0 22.6 UKOOA

16359 18890.6 75.9 -0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0 22.6 UKOOA 16360 18890.6 133.1 0.0 37781.1 39326.6 1.000 1.000 18979.8 83750.0 22.7 UKOOA

1347 18890.6 787.7 0.0 37781.1 39326.6 1.000 1.000 19418.3 83750.0 23.2 UKOOA 1435 18890.6 245.3 -0.0 37781.1 39326.6 1.000 1.000 19054.9 83750.0 22.8 UKOOA

1435 18890.6 245.3 0.0 37781.1 39326.6 1.000 1.000 19054.9 83750.0 22.8 UKOOA 1436 18890.6 317.9 -0.0 37781.1 39326.6 1.000 1.000 19103.6 83750.0 22.8 UKOOA

1436 18890.6 317.9 0.0 37781.1 39326.6 1.000 1.000 19103.6 83750.0 22.8 UKOOA 17370 18890.6 153.2 -0.0 37781.1 39326.6 1.000 1.000 18993.2 83750.0 22.7 UKOOA

17370 18890.6 153.2 0.0 37781.1 39326.6 1.000 1.000 18993.2 83750.0 22.7 UKOOA 17371 18890.6 61.6 -0.0 37781.1 39326.6 1.000 1.000 18931.9 83750.0 22.6 UKOOA

17371 18890.6 61.6 0.0 37781.1 39326.6 1.000 1.000 18931.9 83750.0 22.6 UKOOA 17372 18890.6 23.9 -0.0 37781.1 39326.6 1.000 1.000 18906.5 83750.0 22.6 UKOOA

17372 18890.6 23.9 0.0 37781.1 39326.6 1.000 1.000 18906.5 83750.0 22.6 UKOOA 17379 18890.6 77.5 -0.0 37781.1 39326.6 1.000 1.000 18942.5 83750.0 22.6 UKOOA


338

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

17379 18890.6 77.5 0.0 37781.1 39326.6 1.000 1.000 18942.5 83750.0 22.6 UKOOA 17380 18890.6 133.9 -0.0 37781.1 39326.6 1.000 1.000 18980.3 83750.0 22.7 UKOOA

1380 18890.6 1211.4 4.3 37781.1 39326.6 1.000 1.000 19702.2 83750.0 23.5 UKOOA 1437 18890.6 876.3 -4.3 37781.1 39326.6 1.000 1.000 19477.7 83750.0 23.3 UKOOA

1437 18890.6 876.3 4.3 37781.1 39326.6 1.000 1.000 19477.7 83750.0 23.3 UKOOA 1438 18890.6 520.9 -4.3 37781.1 39326.6 1.000 1.000 19239.6 83750.0 23.0 UKOOA

1438 18890.6 1109.2 4.3 40593.4 39326.6 2.129 2.440 19633.7 83750.0 23.4 UKOOA 1439 18890.6 88.6 -2.0 38636.9 39326.6 2.129 2.440 18950.0 83750.0 22.6 UKOOA

1439 18890.6 88.6 2.0 38636.9 39326.6 2.129 2.440 18950.0 83750.0 22.6 UKOOA 18380 18890.6 2996.3 0.0 44208.7 39326.6 2.129 2.440 20898.1 83750.0 25.0 UKOOA

18380 18890.6 1407.1 -0.0 37781.1 39326.6 1.000 1.000 19833.3 83750.0 23.7 UKOOA 18389 18890.6 875.7 0.0 37781.1 39326.6 1.000 1.000 19477.3 83750.0 23.3 UKOOA

18389 18890.6 875.7 -0.0 37781.1 39326.6 1.000 1.000 19477.3 83750.0 23.3 UKOOA 18390 18890.6 129.9 0.0 37781.1 39326.6 1.000 1.000 18977.6 83750.0 22.7 UKOOA

CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3

339

Piping Code: UKOOA = UKOOA (1994) NO CODE STRESS CHECK PROCESSED: LOADCASE 4 (EXP) L4=L2-L3 Highest Stresses: (KPa ) CodeStress Ratio (%): 0.0 @Node 15320 Code Stress: 194.0 Allowable: 0.0 Axial Stress: 0.0 @Node 11 Bending Stress: 289.6 @Node 15320 Torsion Stress: 0.0 @Node 380 Hoop Stress: 541.1 @Node 15320 3D Max Intensity: 307.0 @Node 1421

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

10 0.0 0.0 0.0 0.0 0.8 1.000 1.000 0.0 0.0 0.0 UKOOA 11 0.0 0.0 0.0 0.0 0.8 1.000 1.000 0.0 0.0 0.0 UKOOA

11 0.0 0.0 0.0 0.0 2.3 1.000 1.000 0.0 0.0 0.0 UKOOA 12 0.0 0.0 0.0 0.0 2.3 1.000 1.000 0.0 0.0 0.0 UKOOA

12 0.0 0.0 0.0 0.0 3.8 1.000 1.000 0.0 0.0 0.0 UKOOA 13 0.0 0.0 -0.0 0.0 3.8 1.000 1.000 0.0 0.0 0.0 UKOOA

13 0.0 0.0 0.0 0.0 5.7 1.000 1.000 0.0 0.0 0.0 UKOOA 14 0.0 0.0 0.0 0.0 5.7 1.000 1.000 0.0 0.0 0.0 UKOOA

14 0.0 0.0 0.0 0.0 19.1 1.000 1.000 0.0 0.0 0.0 UKOOA 15 0.0 0.0 0.0 0.0 19.1 1.000 1.000 0.0 0.0 0.0 UKOOA


340

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

15 0.0 0.0 0.0 0.0 27.9 1.000 1.000 0.0 0.0 0.0 UKOOA 16 0.0 0.0 0.0 0.0 27.9 1.000 1.000 0.0 0.0 0.0 UKOOA

16 0.0 0.0 0.0 0.0 29.0 1.000 1.000 0.0 0.0 0.0 UKOOA 17 0.0 0.0 -0.0 0.0 29.0 1.000 1.000 0.0 0.0 0.0 UKOOA

17 0.0 0.0 0.0 0.0 29.9 1.000 1.000 0.0 0.0 0.0 UKOOA 18 0.0 0.0 0.0 0.0 29.9 1.000 1.000 0.0 0.0 0.0 UKOOA

18 0.0 0.0 -0.0 0.0 30.8 1.000 1.000 0.0 0.0 0.0 UKOOA 19 0.0 0.0 0.0 0.0 30.8 1.000 1.000 0.0 0.0 0.0 UKOOA

19 0.0 0.0 0.0 0.0 30.8 1.000 1.000 0.0 0.0 0.0 UKOOA 20 0.0 0.0 0.0 0.0 30.8 1.000 1.000 0.0 0.0 0.0 UKOOA

20 0.0 0.0 0.0 0.0 31.2 1.000 1.000 0.0 0.0 0.0 UKOOA 30 0.0 0.0 -0.0 0.0 31.2 1.000 1.000 0.0 0.0 0.0 UKOOA

50 0.0 0.0 0.0 0.0 31.2 1.000 1.000 0.0 0.0 0.0 UKOOA 60 0.0 0.0 -0.0 0.0 31.2 1.000 1.000 0.0 0.0 0.0 UKOOA

60 0.0 0.0 0.0 0.0 31.5 1.000 1.000 0.0 0.0 0.0 UKOOA 61 0.0 0.0 0.0 0.0 31.5 1.000 1.000 0.0 0.0 0.0 UKOOA

61 0.0 0.0 0.0 0.0 32.2 1.000 1.000 0.0 0.0 0.0 UKOOA 62 0.0 0.0 0.0 0.0 32.2 1.000 1.000 0.0 0.0 0.0 UKOOA

62 0.0 0.0 0.0 0.0 32.9 1.000 1.000 0.0 0.0 0.0 UKOOA 63 0.0 0.0 0.0 0.0 32.9 1.000 1.000 0.0 0.0 0.0 UKOOA

63 0.0 0.0 0.0 0.0 33.7 1.000 1.000 0.0 0.0 0.0 UKOOA


341

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

64 0.0 0.2 0.0 0.0 33.9 1.000 1.000 0.2 0.0 0.0 UKOOA

64 0.0 0.2 0.0 0.0 37.9 1.000 1.000 0.2 0.0 0.0 UKOOA 65 0.0 0.6 0.0 0.0 38.3 1.000 1.000 0.4 0.0 0.0 UKOOA

65 0.0 0.6 0.0 0.0 42.5 1.000 1.000 0.4 0.0 0.0 UKOOA 66 0.0 2.1 0.0 0.0 44.0 1.000 1.000 1.4 0.0 0.0 UKOOA

66 0.0 2.1 -0.0 0.0 44.8 1.000 1.000 1.4 0.0 0.0 UKOOA 67 0.0 11.3 0.0 0.0 54.0 1.000 1.000 7.6 0.0 0.0 UKOOA

67 0.0 11.3 -0.0 0.0 54.1 1.000 1.000 7.6 0.0 0.0 UKOOA 68 0.0 40.7 0.0 0.0 83.5 1.000 1.000 27.3 0.0 0.0 UKOOA

68 0.0 40.7 0.0 0.0 83.6 1.000 1.000 27.3 0.0 0.0 UKOOA 69 0.0 75.2 0.0 0.0 118.1 1.000 1.000 50.4 0.0 0.0 UKOOA

69 0.0 75.2 0.0 0.0 118.1 1.000 1.000 50.4 0.0 0.0 UKOOA 71 0.0 40.9 -0.0 0.0 83.9 1.000 1.000 27.4 0.0 0.0 UKOOA

71 0.0 87.2 0.0 167.0 130.1 2.129 2.440 58.4 0.0 0.0 UKOOA 72 0.0 87.4 -0.0 167.4 143.5 2.129 2.440 58.5 0.0 0.0 UKOOA

72 0.0 87.4 0.0 167.4 143.6 2.129 2.440 58.5 0.0 0.0 UKOOA 70 0.0 119.2 0.0 228.4 177.8 2.129 2.440 79.9 0.0 0.0 UKOOA

70 0.0 56.0 -0.0 0.0 114.9 1.000 1.000 37.5 0.0 0.0 UKOOA 73 0.0 6.3 0.0 0.0 65.2 1.000 1.000 4.2 0.0 0.0 UKOOA

73 0.0 6.3 -0.0 0.0 65.6 1.000 1.000 4.2 0.0 0.0 UKOOA 74 0.0 15.5 0.0 0.0 74.8 1.000 1.000 10.4 0.0 0.0 UKOOA


342

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

74 0.0 15.5 -0.0 0.0 75.1 1.000 1.000 10.4 0.0 0.0 UKOOA 75 0.0 9.0 0.0 0.0 68.7 1.000 1.000 6.1 0.0 0.0 UKOOA

75 0.0 9.0 -0.0 0.0 69.1 1.000 1.000 6.1 0.0 0.0 UKOOA 76 0.0 0.3 0.0 0.0 60.4 1.000 1.000 0.2 0.0 0.0 UKOOA

76 0.0 0.3 -0.0 0.0 62.3 1.000 1.000 0.2 0.0 0.0 UKOOA 77 0.0 0.1 0.0 0.0 62.1 1.000 1.000 0.0 0.0 0.0 UKOOA

77 0.0 0.1 -0.0 0.0 65.1 1.000 1.000 0.0 0.0 0.0 UKOOA 78 0.0 0.1 0.0 0.0 65.1 1.000 1.000 0.0 0.0 0.0 UKOOA

78 0.0 0.1 -0.0 0.0 65.3 1.000 1.000 0.0 0.0 0.0 UKOOA 79 0.0 0.1 0.0 0.0 65.3 1.000 1.000 0.0 0.0 0.0 UKOOA

79 0.0 0.1 -0.0 0.0 65.3 1.000 1.000 0.0 0.0 0.0 UKOOA 80 0.0 0.4 0.0 0.0 65.6 2.300 2.300 0.2 0.0 0.0 UKOOA

80 0.0 112.5 -0.0 0.0 208.3 1.000 1.000 75.4 0.0 0.0 UKOOA 81 0.0 6.6 0.0 0.0 102.4 1.000 1.000 4.4 0.0 0.0 UKOOA

81 0.0 6.6 -0.0 0.0 102.4 1.000 1.000 4.4 0.0 0.0 UKOOA 89 0.0 5.2 0.0 0.0 101.1 1.000 1.000 3.5 0.0 0.0 UKOOA

89 0.0 5.2 -0.0 0.0 101.1 1.000 1.000 3.5 0.0 0.0 UKOOA 90 0.0 17.1 0.0 0.0 112.9 1.000 1.000 11.4 0.0 0.0 UKOOA

90 0.0 17.1 -0.0 0.0 112.9 1.000 1.000 11.4 0.0 0.0 UKOOA

100 0.0 14.2 0.0 0.0 110.0 1.000 1.000 9.5 0.0 0.0 UKOOA


343

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

120 0.0 10.3 -0.0 0.0 100.1 1.000 1.000 6.9 0.0 0.0 UKOOA 130 0.0 3.3 0.0 0.0 93.1 1.000 1.000 2.2 0.0 0.0 UKOOA

130 0.0 3.3 -0.0 0.0 93.1 1.000 1.000 2.2 0.0 0.0 UKOOA 131 0.0 0.9 0.0 0.0 90.7 1.000 1.000 0.6 0.0 0.0 UKOOA

131 0.0 0.9 -0.0 0.0 90.7 1.000 1.000 0.6 0.0 0.0 UKOOA 132 0.0 0.4 0.0 0.0 90.1 1.000 1.000 0.3 0.0 0.0 UKOOA

132 0.0 0.4 -0.0 0.0 90.1 1.000 1.000 0.3 0.0 0.0 UKOOA 133 0.0 1.1 0.0 0.0 90.8 1.000 1.000 0.7 0.0 0.0 UKOOA

133 0.0 1.1 -0.0 0.0 90.8 1.000 1.000 0.7 0.0 0.0 UKOOA 134 0.0 3.1 0.0 0.0 92.8 1.000 1.000 2.1 0.0 0.0 UKOOA

134 0.0 3.1 -0.0 0.0 92.8 1.000 1.000 2.1 0.0 0.0 UKOOA 140 0.0 5.5 0.0 0.0 95.1 2.300 2.300 3.7 0.0 0.0 UKOOA

140 0.0 2.1 0.0 0.0 89.5 1.000 1.000 1.4 0.0 0.0 UKOOA 145 0.0 3.2 -0.0 0.0 90.6 2.300 2.300 2.1 0.0 0.0 UKOOA

145 0.0 0.0 0.0 0.0 86.7 1.000 1.000 0.0 0.0 0.0 UKOOA 146 0.0 0.0 -0.0 0.0 86.7 1.000 1.000 0.0 0.0 0.0 UKOOA

146 0.0 0.0 0.0 0.0 86.7 1.000 1.000 0.0 0.0 0.0 UKOOA 147 0.0 0.0 -0.0 0.0 86.7 1.000 1.000 0.0 0.0 0.0 UKOOA

147 0.0 0.0 0.0 0.0 86.6 1.000 1.000 0.0 0.0 0.0 UKOOA 148 0.0 0.0 -0.0 0.0 86.6 1.000 1.000 0.0 0.0 0.0 UKOOA

148 0.0 0.0 0.0 0.0 86.2 1.000 1.000 0.0 0.0 0.0 UKOOA


344

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

149 0.0 0.0 -0.0 0.0 86.2 1.000 1.000 0.0 0.0 0.0 UKOOA

149 0.0 0.0 0.0 0.0 85.0 1.000 1.000 0.0 0.0 0.0 UKOOA 151 0.0 0.0 -0.0 0.0 85.0 1.000 1.000 0.0 0.0 0.0 UKOOA

151 0.0 0.0 0.0 0.0 82.0 1.000 1.000 0.0 0.0 0.0 UKOOA 152 0.0 0.1 -0.0 0.0 82.0 1.000 1.000 0.0 0.0 0.0 UKOOA

152 0.0 0.1 0.0 0.0 78.7 1.000 1.000 0.0 0.0 0.0 UKOOA 153 0.0 0.3 -0.0 0.0 79.0 1.000 1.000 0.2 0.0 0.0 UKOOA

153 0.0 0.3 0.0 0.0 75.8 1.000 1.000 0.2 0.0 0.0 UKOOA 154 0.0 1.6 -0.0 0.0 77.1 1.000 1.000 1.1 0.0 0.0 UKOOA

154 0.0 1.6 0.0 0.0 75.5 1.000 1.000 1.1 0.0 0.0 UKOOA 155 0.0 14.0 -0.0 0.0 88.0 1.000 1.000 9.4 0.0 0.0 UKOOA

155 0.0 14.0 0.0 0.0 87.6 1.000 1.000 9.4 0.0 0.0 UKOOA 156 0.0 37.2 -0.0 0.0 110.8 1.000 1.000 24.9 0.0 0.0 UKOOA

156 0.0 37.2 0.0 0.0 110.5 1.000 1.000 24.9 0.0 0.0 UKOOA 157 0.0 51.1 -0.0 0.0 124.4 1.000 1.000 34.2 0.0 0.0 UKOOA

157 0.0 51.1 0.0 0.0 124.2 1.000 1.000 34.2 0.0 0.0 UKOOA 158 0.0 19.0 -0.0 0.0 92.1 1.000 1.000 12.7 0.0 0.0 UKOOA

158 0.0 40.4 0.0 77.5 113.3 2.129 2.440 27.1 0.0 0.0 UKOOA 159 0.0 121.3 -0.0 232.5 200.3 2.129 2.440 81.3 0.0 0.0 UKOOA

159 0.0 121.3 0.0 232.5 200.2 2.129 2.440 81.3 0.0 0.0 UKOOA 150 0.0 6.0 -0.0 11.6 76.3 2.129 2.440 4.0 0.0 0.0 UKOOA


345

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

150 0.0 2.8 0.0 0.0 73.2 1.000 1.000 1.9 0.0 0.0 UKOOA 161 0.0 62.1 -0.0 0.0 132.5 1.000 1.000 41.6 0.0 0.0 UKOOA

161 0.0 62.1 0.0 0.0 132.7 1.000 1.000 41.6 0.0 0.0 UKOOA 162 0.0 41.6 -0.0 0.0 112.2 1.000 1.000 27.9 0.0 0.0 UKOOA

162 0.0 41.6 0.0 0.0 112.5 1.000 1.000 27.9 0.0 0.0 UKOOA 163 0.0 2.5 -0.0 0.0 73.4 1.000 1.000 1.7 0.0 0.0 UKOOA

163 0.0 2.5 0.0 0.0 73.6 1.000 1.000 1.7 0.0 0.0 UKOOA 164 0.0 2.5 -0.0 0.0 73.6 1.000 1.000 1.7 0.0 0.0 UKOOA

164 0.0 2.5 0.0 0.0 73.8 1.000 1.000 1.7 0.0 0.0 UKOOA 165 0.0 2.3 -0.0 0.0 73.5 1.000 1.000 1.5 0.0 0.0 UKOOA

165 0.0 2.3 0.0 0.0 73.5 1.000 1.000 1.5 0.0 0.0 UKOOA 160 0.0 2.0 -0.0 0.0 73.3 1.000 1.000 1.3 0.0 0.0 UKOOA

160 0.0 2.0 0.0 0.0 73.4 1.000 1.000 1.3 0.0 0.0 UKOOA 170 0.0 0.7 -0.0 0.0 72.1 1.000 1.000 0.5 0.0 0.0 UKOOA

190 0.0 0.1 0.0 0.0 71.5 1.000 1.000 0.1 0.0 0.0 UKOOA 200 0.0 1.2 -0.0 0.0 72.6 1.000 1.000 0.8 0.0 0.0 UKOOA

200 0.0 1.2 0.0 0.0 72.6 1.000 1.000 0.8 0.0 0.0 UKOOA 201 0.0 1.5 -0.0 0.0 72.9 1.000 1.000 1.0 0.0 0.0 UKOOA

201 0.0 1.5 0.0 0.0 73.0 1.000 1.000 1.0 0.0 0.0 UKOOA 202 0.0 5.7 -0.0 0.0 77.2 1.000 1.000 3.8 0.0 0.0 UKOOA


346

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

202 0.0 5.7 0.0 0.0 77.3 1.000 1.000 3.8 0.0 0.0 UKOOA 203 0.0 10.6 -0.0 0.0 82.2 1.000 1.000 7.1 0.0 0.0 UKOOA

203 0.0 10.6 0.0 0.0 82.4 1.000 1.000 7.1 0.0 0.0 UKOOA 210 0.0 17.9 -0.0 0.0 89.7 2.300 2.300 12.0 0.0 0.0 UKOOA

210 0.0 42.5 0.0 0.0 127.2 1.000 1.000 28.5 0.0 0.0 UKOOA 211 0.0 12.2 -0.0 0.0 96.9 1.000 1.000 8.2 0.0 0.0 UKOOA

211 0.0 12.2 0.0 0.0 97.0 1.000 1.000 8.2 0.0 0.0 UKOOA 212 0.0 8.4 -0.0 0.0 93.2 1.000 1.000 5.6 0.0 0.0 UKOOA

212 0.0 8.4 0.0 0.0 93.2 1.000 1.000 5.6 0.0 0.0 UKOOA 213 0.0 2.7 -0.0 0.0 87.6 1.000 1.000 1.8 0.0 0.0 UKOOA

213 0.0 2.7 0.0 0.0 87.7 1.000 1.000 1.8 0.0 0.0 UKOOA 219 0.0 1.6 -0.0 0.0 86.5 1.000 1.000 1.1 0.0 0.0 UKOOA

219 0.0 1.6 0.0 0.0 86.5 1.000 1.000 1.1 0.0 0.0 UKOOA 220 0.0 0.5 -0.0 0.0 85.4 1.000 1.000 0.3 0.0 0.0 UKOOA

220 0.0 0.5 0.0 0.0 85.5 1.000 1.000 0.3 0.0 0.0 UKOOA 230 0.0 0.1 -0.0 0.0 85.1 1.000 1.000 0.1 0.0 0.0 UKOOA

250 0.0 0.0 0.0 0.0 85.0 1.000 1.000 0.0 0.0 0.0 UKOOA 260 0.0 0.3 -0.0 0.0 85.3 1.000 1.000 0.2 0.0 0.0 UKOOA

260 0.0 0.3 0.0 0.0 85.4 1.000 1.000 0.2 0.0 0.0 UKOOA 261 0.0 0.1 -0.0 0.0 85.1 1.000 1.000 0.1 0.0 0.0 UKOOA

261 0.0 0.1 0.0 0.0 85.1 1.000 1.000 0.1 0.0 0.0 UKOOA


347

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

262 0.0 0.0 -0.0 0.0 85.0 1.000 1.000 0.0 0.0 0.0 UKOOA

262 0.0 0.0 0.0 0.0 85.1 1.000 1.000 0.0 0.0 0.0 UKOOA 263 0.0 0.0 -0.0 0.0 85.1 1.000 1.000 0.0 0.0 0.0 UKOOA

263 0.0 0.0 0.0 0.0 85.1 1.000 1.000 0.0 0.0 0.0 UKOOA 264 0.0 0.0 -0.0 0.0 85.1 1.000 1.000 0.0 0.0 0.0 UKOOA

264 0.0 0.0 0.0 0.0 85.3 1.000 1.000 0.0 0.0 0.0 UKOOA 265 0.0 0.0 -0.0 0.0 85.3 1.000 1.000 0.0 0.0 0.0 UKOOA

265 0.0 0.0 0.0 0.0 85.7 1.000 1.000 0.0 0.0 0.0 UKOOA 266 0.0 0.0 -0.0 0.0 85.7 1.000 1.000 0.0 0.0 0.0 UKOOA

266 0.0 0.0 0.0 0.0 86.0 1.000 1.000 0.0 0.0 0.0 UKOOA 267 0.0 0.1 -0.0 0.0 86.1 1.000 1.000 0.1 0.0 0.0 UKOOA

267 0.0 0.1 0.0 0.0 86.2 1.000 1.000 0.1 0.0 0.0 UKOOA 268 0.0 0.3 -0.0 0.0 86.4 1.000 1.000 0.2 0.0 0.0 UKOOA

268 0.0 0.3 0.0 0.0 85.8 1.000 1.000 0.2 0.0 0.0 UKOOA 270 0.0 2.5 -0.0 0.0 88.1 2.300 2.300 1.7 0.0 0.0 UKOOA

270 0.0 4.2 0.0 0.0 83.5 1.000 1.000 2.8 0.0 0.0 UKOOA 271 0.0 1.2 -0.0 0.0 80.6 1.000 1.000 0.8 0.0 0.0 UKOOA

271 0.0 1.2 0.0 0.0 79.6 1.000 1.000 0.8 0.0 0.0 UKOOA 272 0.0 1.1 -0.0 0.0 79.5 1.000 1.000 0.7 0.0 0.0 UKOOA

272 0.0 1.1 0.0 0.0 78.6 1.000 1.000 0.7 0.0 0.0 UKOOA 273 0.0 10.1 -0.0 0.0 87.7 1.000 1.000 6.8 0.0 0.0 UKOOA


348

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

273 0.0 10.1 0.0 0.0 87.5 1.000 1.000 6.8 0.0 0.0 UKOOA 274 0.0 25.1 -0.0 0.0 102.5 1.000 1.000 16.8 0.0 0.0 UKOOA

274 0.0 25.1 0.0 0.0 102.4 1.000 1.000 16.8 0.0 0.0 UKOOA 277 0.0 31.6 -0.0 0.0 108.9 1.000 1.000 21.2 0.0 0.0 UKOOA

277 0.0 31.6 0.0 0.0 108.8 1.000 1.000 21.2 0.0 0.0 UKOOA 281 0.0 22.1 -0.0 0.0 99.2 1.000 1.000 14.8 0.0 0.0 UKOOA

281 0.0 56.7 0.0 106.0 133.7 2.564 2.938 38.0 0.0 0.0 UKOOA 282 0.0 104.3 0.0 195.0 184.4 2.564 2.938 69.9 0.0 0.0 UKOOA

282 0.0 104.3 -0.0 195.0 184.3 2.564 2.938 69.9 0.0 0.0 UKOOA 275 0.0 26.1 0.0 48.8 101.2 2.564 2.938 17.5 0.0 0.0 UKOOA

275 0.0 10.2 -0.0 0.0 85.3 1.000 1.000 6.8 0.0 0.0 UKOOA 278 0.0 45.0 0.0 0.0 120.1 1.000 1.000 30.2 0.0 0.0 UKOOA

278 0.0 45.0 -0.0 0.0 120.1 1.000 1.000 30.2 0.0 0.0 UKOOA 279 0.0 23.3 0.0 0.0 98.4 1.000 1.000 15.6 0.0 0.0 UKOOA

279 0.0 23.3 -0.0 0.0 98.4 1.000 1.000 15.6 0.0 0.0 UKOOA 283 0.0 21.6 0.0 0.0 96.7 1.000 1.000 14.5 0.0 0.0 UKOOA

283 0.0 21.6 -0.0 0.0 96.7 1.000 1.000 14.5 0.0 0.0 UKOOA 284 0.0 42.2 0.0 0.0 117.3 1.000 1.000 28.3 0.0 0.0 UKOOA

284 0.0 42.2 -0.0 0.0 117.3 1.000 1.000 28.3 0.0 0.0 UKOOA 285 0.0 12.2 0.0 0.0 87.3 1.000 1.000 8.2 0.0 0.0 UKOOA


349

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

285 0.0 31.3 -0.0 58.5 106.3 2.564 2.938 21.0 0.0 0.0 UKOOA 286 0.0 103.7 0.0 193.7 183.2 2.564 2.938 69.5 0.0 0.0 UKOOA

286 0.0 103.7 -0.0 193.7 183.2 2.564 2.938 69.5 0.0 0.0 UKOOA 276 0.0 50.8 0.0 94.9 127.1 2.564 2.938 34.0 0.0 0.0 UKOOA

276 0.0 19.8 -0.0 0.0 96.2 1.000 1.000 13.3 0.0 0.0 UKOOA 287 0.0 34.1 0.0 0.0 110.4 1.000 1.000 22.8 0.0 0.0 UKOOA

287 0.0 34.1 -0.0 0.0 110.5 1.000 1.000 22.8 0.0 0.0 UKOOA 288 0.0 26.2 0.0 0.0 102.7 1.000 1.000 17.6 0.0 0.0 UKOOA

288 0.0 26.2 -0.0 0.0 102.8 1.000 1.000 17.6 0.0 0.0 UKOOA 289 0.0 10.3 0.0 0.0 86.9 1.000 1.000 6.9 0.0 0.0 UKOOA

289 0.0 10.3 -0.0 0.0 87.0 1.000 1.000 6.9 0.0 0.0 UKOOA 291 0.0 1.1 0.0 0.0 77.8 1.000 1.000 0.7 0.0 0.0 UKOOA

291 0.0 1.1 -0.0 0.0 78.3 1.000 1.000 0.7 0.0 0.0 UKOOA 292 0.0 0.2 0.0 0.0 77.4 1.000 1.000 0.1 0.0 0.0 UKOOA

292 0.0 0.2 -0.0 0.0 78.3 1.000 1.000 0.1 0.0 0.0 UKOOA 293 0.0 0.1 0.0 0.0 78.2 1.000 1.000 0.1 0.0 0.0 UKOOA

293 0.0 0.1 -0.0 0.0 78.2 1.000 1.000 0.1 0.0 0.0 UKOOA 280 0.0 0.2 0.0 0.0 78.4 2.300 2.300 0.1 0.0 0.0 UKOOA

280 0.0 1.2 -0.0 0.0 85.8 1.000 1.000 0.8 0.0 0.0 UKOOA 294 0.0 1.0 0.0 0.0 85.5 1.000 1.000 0.7 0.0 0.0 UKOOA

294 0.0 1.0 -0.0 0.0 85.5 1.000 1.000 0.7 0.0 0.0 UKOOA


350

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

295 0.0 0.1 0.0 0.0 84.6 1.000 1.000 0.1 0.0 0.0 UKOOA

295 0.0 0.1 -0.0 0.0 84.6 1.000 1.000 0.1 0.0 0.0 UKOOA 296 0.0 0.0 0.0 0.0 84.5 1.000 1.000 0.0 0.0 0.0 UKOOA

296 0.0 0.0 -0.0 0.0 84.5 1.000 1.000 0.0 0.0 0.0 UKOOA 297 0.0 0.0 0.0 0.0 84.5 1.000 1.000 0.0 0.0 0.0 UKOOA

297 0.0 0.0 -0.0 0.0 84.5 1.000 1.000 0.0 0.0 0.0 UKOOA 298 0.0 0.0 0.0 0.0 84.4 1.000 1.000 0.0 0.0 0.0 UKOOA

298 0.0 0.0 -0.0 0.0 84.4 1.000 1.000 0.0 0.0 0.0 UKOOA 290 0.0 0.0 0.0 0.0 84.4 1.000 1.000 0.0 0.0 0.0 UKOOA

290 0.0 0.0 -0.0 0.0 84.4 1.000 1.000 0.0 0.0 0.0 UKOOA 300 0.0 0.0 0.0 0.0 84.4 1.000 1.000 0.0 0.0 0.0 UKOOA

320 0.0 0.0 -0.0 0.0 84.4 1.000 1.000 0.0 0.0 0.0 UKOOA 330 0.0 0.0 0.0 0.0 84.4 1.000 1.000 0.0 0.0 0.0 UKOOA

330 0.0 0.0 -0.0 0.0 84.4 1.000 1.000 0.0 0.0 0.0 UKOOA 331 0.0 0.0 0.0 0.0 84.4 1.000 1.000 0.0 0.0 0.0 UKOOA

331 0.0 0.0 -0.0 0.0 84.3 1.000 1.000 0.0 0.0 0.0 UKOOA 332 0.0 0.0 0.0 0.0 84.3 1.000 1.000 0.0 0.0 0.0 UKOOA

332 0.0 0.0 -0.0 0.0 84.3 1.000 1.000 0.0 0.0 0.0 UKOOA 333 0.0 0.0 0.0 0.0 84.3 1.000 1.000 0.0 0.0 0.0 UKOOA

333 0.0 0.0 -0.0 0.0 84.2 1.000 1.000 0.0 0.0 0.0 UKOOA 334 0.0 0.0 0.0 0.0 84.2 1.000 1.000 0.0 0.0 0.0 UKOOA


351

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

334 0.0 0.0 -0.0 0.0 83.8 1.000 1.000 0.0 0.0 0.0 UKOOA 335 0.0 0.0 0.0 0.0 83.8 1.000 1.000 0.0 0.0 0.0 UKOOA

335 0.0 0.0 -0.0 0.0 82.5 1.000 1.000 0.0 0.0 0.0 UKOOA 336 0.0 0.1 0.0 0.0 82.6 1.000 1.000 0.1 0.0 0.0 UKOOA

336 0.0 0.1 -0.0 0.0 79.9 1.000 1.000 0.1 0.0 0.0 UKOOA 337 0.0 0.3 0.0 0.0 80.1 1.000 1.000 0.2 0.0 0.0 UKOOA

337 0.0 0.3 -0.0 0.0 77.0 1.000 1.000 0.2 0.0 0.0 UKOOA 338 0.0 1.8 0.0 0.0 78.5 1.000 1.000 1.2 0.0 0.0 UKOOA

338 0.0 1.8 -0.0 0.0 77.0 1.000 1.000 1.2 0.0 0.0 UKOOA 339 0.0 14.7 0.0 0.0 90.0 1.000 1.000 9.9 0.0 0.0 UKOOA

339 0.0 14.7 -0.0 0.0 89.7 1.000 1.000 9.9 0.0 0.0 UKOOA 341 0.0 40.7 0.0 0.0 115.6 1.000 1.000 27.2 0.0 0.0 UKOOA

341 0.0 40.7 -0.0 0.0 115.4 1.000 1.000 27.2 0.0 0.0 UKOOA 342 0.0 58.8 0.0 0.0 133.5 1.000 1.000 39.4 0.0 0.0 UKOOA

342 0.0 58.8 -0.0 0.0 133.2 1.000 1.000 39.4 0.0 0.0 UKOOA 343 0.0 11.4 0.0 0.0 85.9 1.000 1.000 7.7 0.0 0.0 UKOOA

343 0.0 24.4 -0.0 46.7 98.6 2.129 2.440 16.3 0.0 0.0 UKOOA 344 0.0 125.3 0.0 240.1 207.2 2.129 2.440 84.0 0.0 0.0 UKOOA

344 0.0 125.3 -0.0 240.1 207.2 2.129 2.440 84.0 0.0 0.0 UKOOA 340 0.0 22.9 0.0 43.9 97.0 2.129 2.440 15.4 0.0 0.0 UKOOA


352

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

340 0.0 10.8 -0.0 0.0 85.1 1.000 1.000 7.2 0.0 0.0 UKOOA 345 0.0 59.3 0.0 0.0 133.6 1.000 1.000 39.7 0.0 0.0 UKOOA

345 0.0 59.3 -0.0 0.0 133.9 1.000 1.000 39.7 0.0 0.0 UKOOA 346 0.0 40.8 0.0 0.0 115.4 1.000 1.000 27.4 0.0 0.0 UKOOA

346 0.0 40.8 -0.0 0.0 115.7 1.000 1.000 27.4 0.0 0.0 UKOOA 347 0.0 14.8 0.0 0.0 89.6 1.000 1.000 9.9 0.0 0.0 UKOOA

347 0.0 14.8 -0.0 0.0 89.9 1.000 1.000 9.9 0.0 0.0 UKOOA 348 0.0 1.8 0.0 0.0 76.9 1.000 1.000 1.2 0.0 0.0 UKOOA

348 0.0 1.8 -0.0 0.0 78.4 1.000 1.000 1.2 0.0 0.0 UKOOA 349 0.0 0.3 0.0 0.0 76.9 1.000 1.000 0.2 0.0 0.0 UKOOA

349 0.0 0.3 -0.0 0.0 79.8 1.000 1.000 0.2 0.0 0.0 UKOOA 351 0.0 0.1 0.0 0.0 79.5 1.000 1.000 0.0 0.0 0.0 UKOOA

351 0.0 0.1 -0.0 0.0 82.5 1.000 1.000 0.0 0.0 0.0 UKOOA 352 0.0 0.0 0.0 0.0 82.4 1.000 1.000 0.0 0.0 0.0 UKOOA

352 0.0 0.0 -0.0 0.0 85.2 1.000 1.000 0.0 0.0 0.0 UKOOA 353 0.0 0.0 0.0 0.0 85.2 1.000 1.000 0.0 0.0 0.0 UKOOA

353 0.0 0.0 -0.0 0.0 86.3 1.000 1.000 0.0 0.0 0.0 UKOOA 354 0.0 0.0 0.0 0.0 86.3 1.000 1.000 0.0 0.0 0.0 UKOOA

354 0.0 0.0 -0.0 0.0 86.5 1.000 1.000 0.0 0.0 0.0 UKOOA 355 0.0 0.1 0.0 0.0 86.6 1.000 1.000 0.0 0.0 0.0 UKOOA

355 0.0 0.1 -0.0 0.0 86.5 1.000 1.000 0.0 0.0 0.0 UKOOA


353

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

350 0.0 0.5 0.0 0.0 86.9 2.300 2.300 0.3 0.0 0.0 UKOOA

350 0.0 0.2 -0.0 0.0 86.4 1.000 1.000 0.2 0.0 0.0 UKOOA 356 0.0 0.1 0.0 0.0 86.3 1.000 1.000 0.0 0.0 0.0 UKOOA

356 0.0 0.1 -0.0 0.0 85.1 1.000 1.000 0.0 0.0 0.0 UKOOA 357 0.0 0.0 0.0 0.0 85.0 1.000 1.000 0.0 0.0 0.0 UKOOA

357 0.0 0.0 -0.0 0.0 82.5 1.000 1.000 0.0 0.0 0.0 UKOOA 358 0.0 0.1 0.0 0.0 82.5 1.000 1.000 0.1 0.0 0.0 UKOOA

358 0.0 0.1 -0.0 0.0 79.5 1.000 1.000 0.1 0.0 0.0 UKOOA 359 0.0 0.3 0.0 0.0 79.8 1.000 1.000 0.2 0.0 0.0 UKOOA

359 0.0 0.3 -0.0 0.0 76.9 1.000 1.000 0.2 0.0 0.0 UKOOA 361 0.0 1.8 0.0 0.0 78.4 1.000 1.000 1.2 0.0 0.0 UKOOA

361 0.0 1.8 -0.0 0.0 76.9 1.000 1.000 1.2 0.0 0.0 UKOOA 362 0.0 14.7 0.0 0.0 89.8 1.000 1.000 9.9 0.0 0.0 UKOOA

362 0.0 14.7 -0.0 0.0 89.5 1.000 1.000 9.9 0.0 0.0 UKOOA 363 0.0 40.7 0.0 0.0 115.5 1.000 1.000 27.3 0.0 0.0 UKOOA

363 0.0 40.7 -0.0 0.0 115.2 1.000 1.000 27.3 0.0 0.0 UKOOA 364 0.0 58.9 0.0 0.0 133.5 1.000 1.000 39.5 0.0 0.0 UKOOA

364 0.0 58.9 -0.0 0.0 133.2 1.000 1.000 39.5 0.0 0.0 UKOOA 365 0.0 11.2 0.0 0.0 85.5 1.000 1.000 7.5 0.0 0.0 UKOOA

365 0.0 23.7 -0.0 45.5 97.8 2.129 2.440 15.9 0.0 0.0 UKOOA 366 0.0 125.2 0.0 239.8 206.9 2.129 2.440 83.9 0.0 0.0 UKOOA


354

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

366 0.0 125.2 -0.0 239.8 206.9 2.129 2.440 83.9 0.0 0.0 UKOOA 360 0.0 23.5 0.0 45.0 97.6 2.129 2.440 15.7 0.0 0.0 UKOOA

360 0.0 11.0 -0.0 0.0 85.3 1.000 1.000 7.4 0.0 0.0 UKOOA 367 0.0 59.0 0.0 0.0 133.3 1.000 1.000 39.5 0.0 0.0 UKOOA

367 0.0 59.0 -0.0 0.0 133.6 1.000 1.000 39.5 0.0 0.0 UKOOA 368 0.0 40.7 0.0 0.0 115.3 1.000 1.000 27.3 0.0 0.0 UKOOA

368 0.0 40.7 -0.0 0.0 115.5 1.000 1.000 27.3 0.0 0.0 UKOOA 369 0.0 14.7 0.0 0.0 89.5 1.000 1.000 9.9 0.0 0.0 UKOOA

369 0.0 14.7 -0.0 0.0 89.8 1.000 1.000 9.9 0.0 0.0 UKOOA 371 0.0 1.8 0.0 0.0 76.9 1.000 1.000 1.2 0.0 0.0 UKOOA

371 0.0 1.8 -0.0 0.0 78.3 1.000 1.000 1.2 0.0 0.0 UKOOA 372 0.0 0.3 0.0 0.0 76.8 1.000 1.000 0.2 0.0 0.0 UKOOA

372 0.0 0.3 -0.0 0.0 79.7 1.000 1.000 0.2 0.0 0.0 UKOOA 373 0.0 0.1 0.0 0.0 79.5 1.000 1.000 0.0 0.0 0.0 UKOOA

373 0.0 0.1 -0.0 0.0 82.5 1.000 1.000 0.0 0.0 0.0 UKOOA 374 0.0 0.0 0.0 0.0 82.4 1.000 1.000 0.0 0.0 0.0 UKOOA

374 0.0 0.0 -0.0 0.0 85.2 1.000 1.000 0.0 0.0 0.0 UKOOA 375 0.0 0.0 0.0 0.0 85.1 1.000 1.000 0.0 0.0 0.0 UKOOA

375 0.0 0.0 -0.0 0.0 86.3 1.000 1.000 0.0 0.0 0.0 UKOOA 376 0.0 0.0 0.0 0.0 86.3 1.000 1.000 0.0 0.0 0.0 UKOOA


355

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

376 0.0 0.0 -0.0 0.0 86.5 1.000 1.000 0.0 0.0 0.0 UKOOA 377 0.0 0.0 0.0 0.0 86.6 1.000 1.000 0.0 0.0 0.0 UKOOA

377 0.0 0.0 -0.0 0.0 86.5 1.000 1.000 0.0 0.0 0.0 UKOOA 370 0.0 0.4 0.0 0.0 86.8 2.300 2.300 0.2 0.0 0.0 UKOOA

370 0.0 0.1 -0.0 0.0 86.8 1.000 1.000 0.1 0.0 0.0 UKOOA 378 0.0 0.0 0.0 0.0 86.8 1.000 1.000 0.0 0.0 0.0 UKOOA

378 0.0 0.0 -0.0 0.0 86.2 1.000 1.000 0.0 0.0 0.0 UKOOA 379 0.0 0.0 0.0 0.0 86.1 1.000 1.000 0.0 0.0 0.0 UKOOA

379 0.0 0.0 -0.0 0.0 84.5 1.000 1.000 0.0 0.0 0.0 UKOOA 381 0.0 0.0 0.0 0.0 84.5 1.000 1.000 0.0 0.0 0.0 UKOOA

381 0.0 0.0 -0.0 0.0 80.7 1.000 1.000 0.0 0.0 0.0 UKOOA 382 0.0 0.1 0.0 0.0 80.7 1.000 1.000 0.0 0.0 0.0 UKOOA

382 0.0 0.1 -0.0 0.0 76.6 1.000 1.000 0.0 0.0 0.0 UKOOA 389 0.0 0.2 0.0 0.0 76.8 1.000 1.000 0.2 0.0 0.0 UKOOA

389 0.0 0.2 -0.0 0.0 72.8 1.000 1.000 0.2 0.0 0.0 UKOOA 391 0.0 1.4 0.0 0.0 73.9 1.000 1.000 0.9 0.0 0.0 UKOOA

391 0.0 1.4 -0.0 0.0 71.9 1.000 1.000 0.9 0.0 0.0 UKOOA 392 0.0 11.2 0.0 0.0 81.7 1.000 1.000 7.5 0.0 0.0 UKOOA

392 0.0 11.2 -0.0 0.0 81.3 1.000 1.000 7.5 0.0 0.0 UKOOA 393 0.0 30.7 0.0 0.0 100.8 1.000 1.000 20.6 0.0 0.0 UKOOA

393 0.0 30.7 -0.0 0.0 100.5 1.000 1.000 20.6 0.0 0.0 UKOOA


356

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

394 0.0 44.2 0.0 0.0 113.9 1.000 1.000 29.6 0.0 0.0 UKOOA

394 0.0 44.2 -0.0 0.0 113.6 1.000 1.000 29.6 0.0 0.0 UKOOA 395 0.0 9.6 0.0 0.0 79.0 1.000 1.000 6.4 0.0 0.0 UKOOA

395 0.0 24.6 -0.0 46.0 93.7 2.564 2.938 16.5 0.0 0.0 UKOOA 396 0.0 56.6 -0.0 105.8 127.7 2.564 2.938 37.9 0.0 0.0 UKOOA

396 0.0 56.6 0.0 105.8 127.6 2.564 2.938 37.9 0.0 0.0 UKOOA 380 0.0 84.8 0.0 158.4 147.0 2.564 2.938 56.8 0.0 0.0 UKOOA

380 0.0 33.1 -0.0 0.0 95.4 1.000 1.000 22.2 0.0 0.0 UKOOA 383 0.0 74.3 0.0 0.0 136.6 1.000 1.000 49.8 0.0 0.0 UKOOA

383 0.0 74.3 -0.0 0.0 136.8 1.000 1.000 49.8 0.0 0.0 UKOOA 384 0.0 41.2 0.0 0.0 103.6 1.000 1.000 27.6 0.0 0.0 UKOOA

384 0.0 41.2 -0.0 0.0 103.7 1.000 1.000 27.6 0.0 0.0 UKOOA 397 0.0 10.9 0.0 0.0 73.4 1.000 1.000 7.3 0.0 0.0 UKOOA

397 0.0 10.9 -0.0 0.0 73.5 1.000 1.000 7.3 0.0 0.0 UKOOA 398 0.0 9.9 0.0 0.0 72.6 1.000 1.000 6.7 0.0 0.0 UKOOA

398 0.0 9.9 -0.0 0.0 72.7 1.000 1.000 6.7 0.0 0.0 UKOOA 399 0.0 29.4 0.0 0.0 92.2 1.000 1.000 19.7 0.0 0.0 UKOOA

399 0.0 29.4 -0.0 0.0 92.3 1.000 1.000 19.7 0.0 0.0 UKOOA 401 0.0 44.3 0.0 0.0 107.2 1.000 1.000 29.7 0.0 0.0 UKOOA

401 0.0 44.3 -0.0 0.0 107.3 1.000 1.000 29.7 0.0 0.0 UKOOA 402 0.0 4.1 0.0 0.0 67.0 1.000 1.000 2.7 0.0 0.0 UKOOA


357

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

402 0.0 10.4 -0.0 19.5 73.4 2.564 2.938 7.0 0.0 0.0 UKOOA 403 0.0 88.0 0.0 164.5 155.9 2.564 2.938 59.0 0.0 0.0 UKOOA

403 0.0 88.0 -0.0 164.5 155.9 2.564 2.938 59.0 0.0 0.0 UKOOA 385 0.0 58.7 0.0 109.7 124.7 2.564 2.938 39.3 0.0 0.0 UKOOA

385 0.0 22.9 -0.0 0.0 89.0 1.000 1.000 15.3 0.0 0.0 UKOOA 387 0.0 21.7 0.0 0.0 87.9 1.000 1.000 14.6 0.0 0.0 UKOOA

387 0.0 21.7 -0.0 0.0 88.0 1.000 1.000 14.6 0.0 0.0 UKOOA 388 0.0 12.4 0.0 0.0 78.7 1.000 1.000 8.3 0.0 0.0 UKOOA

388 0.0 12.4 -0.0 0.0 78.9 1.000 1.000 8.3 0.0 0.0 UKOOA 404 0.0 30.7 0.0 0.0 97.1 1.000 1.000 20.6 0.0 0.0 UKOOA

404 0.0 30.7 -0.0 0.0 97.3 1.000 1.000 20.6 0.0 0.0 UKOOA 405 0.0 53.8 0.0 0.0 120.5 1.000 1.000 36.1 0.0 0.0 UKOOA

405 0.0 53.8 -0.0 0.0 120.6 1.000 1.000 36.1 0.0 0.0 UKOOA 406 0.0 0.9 0.0 0.0 67.7 1.000 1.000 0.6 0.0 0.0 UKOOA

406 0.0 2.3 -0.0 4.3 69.2 2.564 2.938 1.5 0.0 0.0 UKOOA 407 0.0 96.1 0.0 179.5 169.1 2.564 2.938 64.4 0.0 0.0 UKOOA

407 0.0 96.1 -0.0 179.5 169.1 2.564 2.938 64.4 0.0 0.0 UKOOA 386 0.0 79.4 0.0 148.3 151.4 2.564 2.938 53.2 0.0 0.0 UKOOA

386 0.0 31.0 -0.0 0.0 103.1 1.000 1.000 20.7 0.0 0.0 UKOOA 408 0.0 16.1 0.0 0.0 88.3 1.000 1.000 10.8 0.0 0.0 UKOOA


358

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

408 0.0 16.1 -0.0 0.0 88.6 1.000 1.000 10.8 0.0 0.0 UKOOA 409 0.0 16.8 0.0 0.0 89.2 1.000 1.000 11.3 0.0 0.0 UKOOA

409 0.0 16.8 -0.0 0.0 89.5 1.000 1.000 11.3 0.0 0.0 UKOOA 411 0.0 7.8 0.0 0.0 80.5 1.000 1.000 5.3 0.0 0.0 UKOOA

411 0.0 7.8 -0.0 0.0 80.8 1.000 1.000 5.3 0.0 0.0 UKOOA 412 0.0 0.6 0.0 0.0 73.5 1.000 1.000 0.4 0.0 0.0 UKOOA

412 0.0 0.6 -0.0 0.0 75.0 1.000 1.000 0.4 0.0 0.0 UKOOA 413 0.0 0.2 0.0 0.0 74.6 1.000 1.000 0.1 0.0 0.0 UKOOA

413 0.0 0.2 -0.0 0.0 76.5 1.000 1.000 0.1 0.0 0.0 UKOOA 414 0.0 0.1 0.0 0.0 76.4 1.000 1.000 0.0 0.0 0.0 UKOOA

414 0.0 0.1 -0.0 0.0 77.1 1.000 1.000 0.0 0.0 0.0 UKOOA 415 0.0 0.0 0.0 0.0 77.1 1.000 1.000 0.0 0.0 0.0 UKOOA

415 0.0 0.0 -0.0 0.0 77.2 1.000 1.000 0.0 0.0 0.0 UKOOA 416 0.0 0.0 0.0 0.0 77.2 1.000 1.000 0.0 0.0 0.0 UKOOA

416 0.0 0.0 -0.0 0.0 77.3 1.000 1.000 0.0 0.0 0.0 UKOOA 417 0.0 0.0 0.0 0.0 77.3 1.000 1.000 0.0 0.0 0.0 UKOOA

417 0.0 0.0 -0.0 0.0 77.4 1.000 1.000 0.0 0.0 0.0 UKOOA 418 0.0 0.0 0.0 0.0 77.4 1.000 1.000 0.0 0.0 0.0 UKOOA

418 0.0 0.0 -0.0 0.0 77.4 1.000 1.000 0.0 0.0 0.0 UKOOA 390 0.0 0.0 0.0 0.0 77.4 1.000 1.000 0.0 0.0 0.0 UKOOA

390 0.0 0.0 -0.0 0.0 77.5 1.000 1.000 0.0 0.0 0.0 UKOOA


359

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

400 0.0 0.1 0.0 0.0 77.5 1.000 1.000 0.0 0.0 0.0 UKOOA

420 0.0 0.1 -0.0 0.0 77.5 1.000 1.000 0.1 0.0 0.0 UKOOA 430 0.0 0.2 0.0 0.0 77.6 1.000 1.000 0.1 0.0 0.0 UKOOA

430 0.0 0.2 -0.0 0.0 77.7 1.000 1.000 0.1 0.0 0.0 UKOOA 431 0.0 1.2 0.0 0.0 78.7 1.000 1.000 0.8 0.0 0.0 UKOOA

431 0.0 1.2 -0.0 0.0 78.7 1.000 1.000 0.8 0.0 0.0 UKOOA 432 0.0 3.1 0.0 0.0 80.5 1.000 1.000 2.1 0.0 0.0 UKOOA

432 0.0 3.1 -0.0 0.0 80.6 1.000 1.000 2.1 0.0 0.0 UKOOA 433 0.0 3.9 0.0 0.0 81.5 1.000 1.000 2.6 0.0 0.0 UKOOA

433 0.0 3.9 -0.0 0.0 81.5 1.000 1.000 2.6 0.0 0.0 UKOOA 434 0.0 32.9 0.0 0.0 110.4 1.000 1.000 22.0 0.0 0.0 UKOOA

434 0.0 32.9 -0.0 0.0 110.5 1.000 1.000 22.0 0.0 0.0 UKOOA 440 0.0 152.9 0.0 0.0 230.5 2.300 2.300 102.4 0.0 0.0 UKOOA

440 0.0 68.1 -0.0 0.0 156.8 1.000 1.000 45.6 0.0 0.0 UKOOA 441 0.0 33.9 0.0 0.0 122.6 1.000 1.000 22.7 0.0 0.0 UKOOA

441 0.0 33.9 -0.0 0.0 122.6 1.000 1.000 22.7 0.0 0.0 UKOOA 442 0.0 21.8 0.0 0.0 110.5 1.000 1.000 14.6 0.0 0.0 UKOOA

442 0.0 21.8 -0.0 0.0 110.5 1.000 1.000 14.6 0.0 0.0 UKOOA 443 0.0 7.3 0.0 0.0 96.0 1.000 1.000 4.9 0.0 0.0 UKOOA

443 0.0 7.3 -0.0 0.0 96.1 1.000 1.000 4.9 0.0 0.0 UKOOA 444 0.0 4.5 0.0 0.0 93.2 1.000 1.000 3.0 0.0 0.0 UKOOA


360

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

444 0.0 4.5 -0.0 0.0 93.2 1.000 1.000 3.0 0.0 0.0 UKOOA 445 0.0 1.7 0.0 0.0 90.4 1.000 1.000 1.1 0.0 0.0 UKOOA

445 0.0 1.7 -0.0 0.0 90.4 1.000 1.000 1.1 0.0 0.0 UKOOA 450 0.0 2.6 0.0 0.0 91.3 1.000 1.000 1.7 0.0 0.0 UKOOA

470 0.0 2.7 -0.0 0.0 90.4 1.000 1.000 1.8 0.0 0.0 UKOOA 480 0.0 1.1 0.0 0.0 88.9 1.000 1.000 0.8 0.0 0.0 UKOOA

480 0.0 1.1 -0.0 0.0 88.9 1.000 1.000 0.8 0.0 0.0 UKOOA 481 0.0 0.3 0.0 0.0 88.1 1.000 1.000 0.2 0.0 0.0 UKOOA

481 0.0 0.3 -0.0 0.0 88.1 1.000 1.000 0.2 0.0 0.0 UKOOA 482 0.0 0.0 0.0 0.0 87.8 1.000 1.000 0.0 0.0 0.0 UKOOA

482 0.0 0.0 -0.0 0.0 87.7 1.000 1.000 0.0 0.0 0.0 UKOOA 483 0.0 0.1 0.0 0.0 87.8 1.000 1.000 0.1 0.0 0.0 UKOOA

483 0.0 0.1 -0.0 0.0 87.8 1.000 1.000 0.1 0.0 0.0 UKOOA 484 0.0 0.0 0.0 0.0 87.7 1.000 1.000 0.0 0.0 0.0 UKOOA

484 0.0 0.0 -0.0 0.0 87.6 1.000 1.000 0.0 0.0 0.0 UKOOA 489 0.0 0.0 0.0 0.0 87.6 1.000 1.000 0.0 0.0 0.0 UKOOA

489 0.0 0.0 -0.0 0.0 87.3 1.000 1.000 0.0 0.0 0.0 UKOOA 491 0.0 0.0 0.0 0.0 87.3 1.000 1.000 0.0 0.0 0.0 UKOOA

491 0.0 0.0 -0.0 0.0 86.9 1.000 1.000 0.0 0.0 0.0 UKOOA 492 0.0 0.0 0.0 0.0 86.9 1.000 1.000 0.0 0.0 0.0 UKOOA


361

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

492 0.0 0.0 -0.0 0.0 86.2 1.000 1.000 0.0 0.0 0.0 UKOOA 493 0.0 0.0 0.0 0.0 86.2 1.000 1.000 0.0 0.0 0.0 UKOOA

493 0.0 0.0 -0.0 0.0 84.1 1.000 1.000 0.0 0.0 0.0 UKOOA 494 0.0 0.0 0.0 0.0 84.2 1.000 1.000 0.0 0.0 0.0 UKOOA

494 0.0 0.0 -0.0 0.0 82.4 1.000 1.000 0.0 0.0 0.0 UKOOA 495 0.0 0.2 0.0 0.0 82.6 1.000 1.000 0.1 0.0 0.0 UKOOA

495 0.0 0.2 -0.0 0.0 80.9 1.000 1.000 0.1 0.0 0.0 UKOOA 496 0.0 1.0 0.0 0.0 81.7 1.000 1.000 0.7 0.0 0.0 UKOOA

496 0.0 1.0 -0.0 0.0 80.9 1.000 1.000 0.7 0.0 0.0 UKOOA 497 0.0 10.3 0.0 0.0 90.1 1.000 1.000 6.9 0.0 0.0 UKOOA

497 0.0 10.3 -0.0 0.0 90.0 1.000 1.000 6.9 0.0 0.0 UKOOA 501 0.0 25.5 0.0 0.0 105.1 1.000 1.000 17.1 0.0 0.0 UKOOA

501 0.0 25.5 -0.0 0.0 105.0 1.000 1.000 17.1 0.0 0.0 UKOOA 502 0.0 31.8 0.0 0.0 111.3 1.000 1.000 21.3 0.0 0.0 UKOOA

502 0.0 31.8 -0.0 0.0 111.2 1.000 1.000 21.3 0.0 0.0 UKOOA 503 0.0 23.4 0.0 0.0 102.7 1.000 1.000 15.7 0.0 0.0 UKOOA

503 0.0 59.9 -0.0 112.0 139.2 2.564 2.938 40.2 0.0 0.0 UKOOA 504 0.0 107.4 0.0 200.7 189.7 2.564 2.938 72.0 0.0 0.0 UKOOA

504 0.0 107.4 -0.0 200.7 189.6 2.564 2.938 72.0 0.0 0.0 UKOOA 485 0.0 25.4 0.0 47.5 102.5 2.564 2.938 17.0 0.0 0.0 UKOOA

485 0.0 9.9 -0.0 0.0 87.0 1.000 1.000 6.6 0.0 0.0 UKOOA


362

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

487 0.0 47.6 0.0 0.0 124.7 1.000 1.000 31.9 0.0 0.0 UKOOA

487 0.0 47.6 -0.0 0.0 124.7 1.000 1.000 31.9 0.0 0.0 UKOOA 488 0.0 26.9 0.0 0.0 103.9 1.000 1.000 18.0 0.0 0.0 UKOOA

488 0.0 26.9 -0.0 0.0 103.9 1.000 1.000 18.0 0.0 0.0 UKOOA 505 0.0 24.8 0.0 0.0 101.9 1.000 1.000 16.6 0.0 0.0 UKOOA

505 0.0 24.8 -0.0 0.0 101.8 1.000 1.000 16.6 0.0 0.0 UKOOA 506 0.0 44.0 0.0 0.0 121.0 1.000 1.000 29.5 0.0 0.0 UKOOA

506 0.0 44.0 -0.0 0.0 121.0 1.000 1.000 29.5 0.0 0.0 UKOOA 507 0.0 12.6 0.0 0.0 89.6 1.000 1.000 8.4 0.0 0.0 UKOOA

507 0.0 32.3 -0.0 60.4 109.3 2.564 2.938 21.7 0.0 0.0 UKOOA 508 0.0 106.5 0.0 199.1 188.2 2.564 2.938 71.4 0.0 0.0 UKOOA

508 0.0 106.5 -0.0 199.1 188.2 2.564 2.938 71.4 0.0 0.0 UKOOA 486 0.0 52.1 0.0 97.4 130.4 2.564 2.938 34.9 0.0 0.0 UKOOA

486 0.0 20.3 -0.0 0.0 98.6 1.000 1.000 13.6 0.0 0.0 UKOOA 509 0.0 35.0 0.0 0.0 113.3 1.000 1.000 23.5 0.0 0.0 UKOOA

509 0.0 35.0 -0.0 0.0 113.4 1.000 1.000 23.5 0.0 0.0 UKOOA 511 0.0 27.0 0.0 0.0 105.4 1.000 1.000 18.1 0.0 0.0 UKOOA

511 0.0 27.0 -0.0 0.0 105.5 1.000 1.000 18.1 0.0 0.0 UKOOA 512 0.0 10.6 0.0 0.0 89.2 1.000 1.000 7.1 0.0 0.0 UKOOA

512 0.0 10.6 -0.0 0.0 89.3 1.000 1.000 7.1 0.0 0.0 UKOOA 513 0.0 1.1 0.0 0.0 79.8 1.000 1.000 0.8 0.0 0.0 UKOOA


363

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

513 0.0 1.1 -0.0 0.0 80.4 1.000 1.000 0.8 0.0 0.0 UKOOA 514 0.0 0.2 0.0 0.0 79.5 1.000 1.000 0.2 0.0 0.0 UKOOA

514 0.0 0.2 -0.0 0.0 80.4 1.000 1.000 0.2 0.0 0.0 UKOOA 515 0.0 0.1 0.0 0.0 80.2 1.000 1.000 0.0 0.0 0.0 UKOOA

515 0.0 0.1 -0.0 0.0 80.5 1.000 1.000 0.0 0.0 0.0 UKOOA 516 0.0 0.0 0.0 0.0 80.5 1.000 1.000 0.0 0.0 0.0 UKOOA

516 0.0 0.0 -0.0 0.0 80.5 1.000 1.000 0.0 0.0 0.0 UKOOA 490 0.0 0.0 0.0 0.0 80.5 2.300 2.300 0.0 0.0 0.0 UKOOA

490 0.0 0.3 0.0 0.0 79.0 1.000 1.000 0.2 0.0 0.0 UKOOA 498 0.0 0.2 -0.0 0.0 78.9 1.000 1.000 0.2 0.0 0.0 UKOOA

498 0.0 0.2 0.0 0.0 77.5 1.000 1.000 0.2 0.0 0.0 UKOOA 499 0.0 0.4 -0.0 0.0 77.7 1.000 1.000 0.3 0.0 0.0 UKOOA

499 0.0 0.4 0.0 0.0 75.2 1.000 1.000 0.3 0.0 0.0 UKOOA 517 0.0 1.9 -0.0 0.0 76.7 1.000 1.000 1.3 0.0 0.0 UKOOA

517 0.0 1.9 0.0 0.0 75.4 1.000 1.000 1.3 0.0 0.0 UKOOA 518 0.0 14.6 -0.0 0.0 88.1 1.000 1.000 9.8 0.0 0.0 UKOOA

518 0.0 14.6 0.0 0.0 87.9 1.000 1.000 9.8 0.0 0.0 UKOOA 519 0.0 41.1 -0.0 0.0 114.4 1.000 1.000 27.6 0.0 0.0 UKOOA

519 0.0 41.1 0.0 0.0 114.2 1.000 1.000 27.6 0.0 0.0 UKOOA 521 0.0 60.8 -0.0 0.0 133.8 1.000 1.000 40.8 0.0 0.0 UKOOA


364

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

521 0.0 60.8 0.0 0.0 133.6 1.000 1.000 40.8 0.0 0.0 UKOOA 522 0.0 7.3 -0.0 0.0 80.1 1.000 1.000 4.9 0.0 0.0 UKOOA

522 0.0 15.6 0.0 29.9 88.2 2.129 2.440 10.5 0.0 0.0 UKOOA 523 0.0 123.7 -0.0 237.0 204.4 2.129 2.440 82.9 0.0 0.0 UKOOA

523 0.0 123.7 0.0 237.0 204.4 2.129 2.440 82.9 0.0 0.0 UKOOA 500 0.0 31.0 -0.0 59.4 104.8 2.129 2.440 20.8 0.0 0.0 UKOOA

500 0.0 14.6 0.0 0.0 88.5 1.000 1.000 9.8 0.0 0.0 UKOOA 524 0.0 55.7 -0.0 0.0 129.7 1.000 1.000 37.3 0.0 0.0 UKOOA

524 0.0 55.7 0.0 0.0 129.9 1.000 1.000 37.3 0.0 0.0 UKOOA 525 0.0 39.3 -0.0 0.0 113.5 1.000 1.000 26.3 0.0 0.0 UKOOA

525 0.0 39.3 0.0 0.0 113.7 1.000 1.000 26.3 0.0 0.0 UKOOA 526 0.0 14.5 -0.0 0.0 88.9 1.000 1.000 9.7 0.0 0.0 UKOOA

526 0.0 14.5 0.0 0.0 89.3 1.000 1.000 9.7 0.0 0.0 UKOOA 527 0.0 1.7 -0.0 0.0 76.5 1.000 1.000 1.2 0.0 0.0 UKOOA

527 0.0 1.7 0.0 0.0 78.0 1.000 1.000 1.2 0.0 0.0 UKOOA 528 0.0 0.3 -0.0 0.0 76.6 1.000 1.000 0.2 0.0 0.0 UKOOA

528 0.0 0.3 0.0 0.0 79.9 1.000 1.000 0.2 0.0 0.0 UKOOA 529 0.0 0.1 -0.0 0.0 79.7 1.000 1.000 0.1 0.0 0.0 UKOOA

529 0.0 0.1 0.0 0.0 82.5 1.000 1.000 0.1 0.0 0.0 UKOOA 510 0.0 0.0 -0.0 0.0 82.4 1.000 1.000 0.0 0.0 0.0 UKOOA

510 0.0 0.0 0.0 0.0 83.9 1.000 1.000 0.0 0.0 0.0 UKOOA


365

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

531 0.0 0.0 -0.0 0.0 83.9 1.000 1.000 0.0 0.0 0.0 UKOOA

531 0.0 0.0 0.0 0.0 84.8 1.000 1.000 0.0 0.0 0.0 UKOOA 532 0.0 0.0 -0.0 0.0 84.8 1.000 1.000 0.0 0.0 0.0 UKOOA

532 0.0 0.0 0.0 0.0 85.4 1.000 1.000 0.0 0.0 0.0 UKOOA 533 0.0 0.0 -0.0 0.0 85.4 1.000 1.000 0.0 0.0 0.0 UKOOA

533 0.0 0.0 0.0 0.0 85.7 1.000 1.000 0.0 0.0 0.0 UKOOA 534 0.0 0.0 -0.0 0.0 85.7 1.000 1.000 0.0 0.0 0.0 UKOOA

534 0.0 0.0 0.0 0.0 85.7 1.000 1.000 0.0 0.0 0.0 UKOOA 535 0.0 0.0 -0.0 0.0 85.8 1.000 1.000 0.0 0.0 0.0 UKOOA

535 0.0 0.0 0.0 0.0 85.8 1.000 1.000 0.0 0.0 0.0 UKOOA 536 0.0 0.1 -0.0 0.0 85.8 1.000 1.000 0.1 0.0 0.0 UKOOA

536 0.0 0.1 0.0 0.0 85.9 1.000 1.000 0.1 0.0 0.0 UKOOA 537 0.0 0.1 -0.0 0.0 85.9 1.000 1.000 0.1 0.0 0.0 UKOOA

537 0.0 0.1 0.0 0.0 85.9 1.000 1.000 0.1 0.0 0.0 UKOOA 520 0.0 0.1 -0.0 0.0 85.9 1.000 1.000 0.1 0.0 0.0 UKOOA

520 0.0 0.1 0.0 0.0 85.9 1.000 1.000 0.1 0.0 0.0 UKOOA 530 0.0 0.2 -0.0 0.0 86.0 1.000 1.000 0.1 0.0 0.0 UKOOA

550 0.0 0.2 0.0 0.0 86.1 1.000 1.000 0.2 0.0 0.0 UKOOA 560 0.0 0.3 -0.0 0.0 86.1 1.000 1.000 0.2 0.0 0.0 UKOOA

560 0.0 0.3 0.0 0.0 86.1 1.000 1.000 0.2 0.0 0.0 UKOOA 561 0.0 1.3 -0.0 0.0 87.1 1.000 1.000 0.9 0.0 0.0 UKOOA


366

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

561 0.0 1.3 0.0 0.0 87.1 1.000 1.000 0.9 0.0 0.0 UKOOA 562 0.0 1.2 -0.0 0.0 87.0 1.000 1.000 0.8 0.0 0.0 UKOOA

562 0.0 1.2 0.0 0.0 87.0 1.000 1.000 0.8 0.0 0.0 UKOOA 563 0.0 3.0 -0.0 0.0 88.8 1.000 1.000 2.0 0.0 0.0 UKOOA

563 0.0 3.0 0.0 0.0 88.8 1.000 1.000 2.0 0.0 0.0 UKOOA 564 0.0 40.4 -0.0 0.0 126.2 1.000 1.000 27.1 0.0 0.0 UKOOA

564 0.0 40.4 0.0 0.0 126.2 1.000 1.000 27.1 0.0 0.0 UKOOA 569 0.0 21.5 -0.0 0.0 107.4 1.000 1.000 14.4 0.0 0.0 UKOOA

569 0.0 21.5 0.0 0.0 107.4 1.000 1.000 14.4 0.0 0.0 UKOOA 570 0.0 192.0 -0.0 0.0 277.8 2.300 2.300 128.6 0.0 0.0 UKOOA

570 0.0 0.1 0.0 0.0 82.2 1.000 1.000 0.0 0.0 0.0 UKOOA 571 0.0 0.0 -0.0 0.0 82.1 1.000 1.000 0.0 0.0 0.0 UKOOA

571 0.0 0.0 0.0 0.0 85.4 1.000 1.000 0.0 0.0 0.0 UKOOA 572 0.0 0.0 -0.0 0.0 85.4 1.000 1.000 0.0 0.0 0.0 UKOOA

572 0.0 0.0 0.0 0.0 86.4 1.000 1.000 0.0 0.0 0.0 UKOOA 573 0.0 0.0 -0.0 0.0 86.4 1.000 1.000 0.0 0.0 0.0 UKOOA

573 0.0 0.0 0.0 0.0 86.7 1.000 1.000 0.0 0.0 0.0 UKOOA 574 0.0 0.0 -0.0 0.0 86.7 1.000 1.000 0.0 0.0 0.0 UKOOA

574 0.0 0.0 0.0 0.0 86.8 1.000 1.000 0.0 0.0 0.0 UKOOA 580 0.0 0.2 -0.0 0.0 87.0 2.300 2.300 0.1 0.0 0.0 UKOOA


367

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

580 0.0 0.3 0.0 0.0 87.5 1.000 1.000 0.2 0.0 0.0 UKOOA 590 0.0 0.8 -0.0 0.0 88.1 2.300 2.300 0.6 0.0 0.0 UKOOA

590 0.0 0.5 0.0 0.0 87.5 1.000 1.000 0.3 0.0 0.0 UKOOA 591 0.0 0.1 -0.0 0.0 87.1 1.000 1.000 0.1 0.0 0.0 UKOOA

591 0.0 0.1 0.0 0.0 87.3 1.000 1.000 0.1 0.0 0.0 UKOOA 592 0.0 0.0 -0.0 0.0 87.2 1.000 1.000 0.0 0.0 0.0 UKOOA

592 0.0 0.0 0.0 0.0 87.4 1.000 1.000 0.0 0.0 0.0 UKOOA 593 0.0 0.0 -0.0 0.0 87.4 1.000 1.000 0.0 0.0 0.0 UKOOA

593 0.0 0.0 0.0 0.0 87.5 1.000 1.000 0.0 0.0 0.0 UKOOA 594 0.0 0.0 -0.0 0.0 87.5 1.000 1.000 0.0 0.0 0.0 UKOOA

594 0.0 0.0 0.0 0.0 87.5 1.000 1.000 0.0 0.0 0.0 UKOOA 595 0.0 0.0 -0.0 0.0 87.5 1.000 1.000 0.0 0.0 0.0 UKOOA

595 0.0 0.0 0.0 0.0 87.5 1.000 1.000 0.0 0.0 0.0 UKOOA 596 0.0 0.0 -0.0 0.0 87.5 1.000 1.000 0.0 0.0 0.0 UKOOA

596 0.0 0.0 0.0 0.0 87.5 1.000 1.000 0.0 0.0 0.0 UKOOA 599 0.0 0.0 -0.0 0.0 87.5 1.000 1.000 0.0 0.0 0.0 UKOOA

599 0.0 0.0 0.0 0.0 87.5 1.000 1.000 0.0 0.0 0.0 UKOOA 600 0.0 0.0 -0.0 0.0 87.5 1.000 1.000 0.0 0.0 0.0 UKOOA

600 0.0 0.0 0.0 0.0 87.5 1.000 1.000 0.0 0.0 0.0 UKOOA 610 0.0 0.0 -0.0 0.0 87.5 1.000 1.000 0.0 0.0 0.0 UKOOA

630 0.0 0.0 0.0 0.0 88.3 1.000 1.000 0.0 0.0 0.0 UKOOA


368

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

640 0.0 0.0 -0.0 0.0 88.4 1.000 1.000 0.0 0.0 0.0 UKOOA

640 0.0 0.0 0.0 0.0 88.3 1.000 1.000 0.0 0.0 0.0 UKOOA 641 0.0 0.0 -0.0 0.0 88.4 1.000 1.000 0.0 0.0 0.0 UKOOA

641 0.0 0.0 0.0 0.0 88.3 1.000 1.000 0.0 0.0 0.0 UKOOA 642 0.0 0.0 -0.0 0.0 88.3 1.000 1.000 0.0 0.0 0.0 UKOOA

642 0.0 0.0 0.0 0.0 88.3 1.000 1.000 0.0 0.0 0.0 UKOOA 643 0.0 0.0 -0.0 0.0 88.4 1.000 1.000 0.0 0.0 0.0 UKOOA

643 0.0 0.0 0.0 0.0 88.3 1.000 1.000 0.0 0.0 0.0 UKOOA 644 0.0 0.4 -0.0 0.0 88.7 1.000 1.000 0.2 0.0 0.0 UKOOA

644 0.0 0.4 0.0 0.0 88.6 1.000 1.000 0.2 0.0 0.0 UKOOA 645 0.0 0.9 -0.0 0.0 89.1 1.000 1.000 0.6 0.0 0.0 UKOOA

645 0.0 0.9 0.0 0.0 89.1 1.000 1.000 0.6 0.0 0.0 UKOOA 299 0.0 0.2 -0.0 0.0 88.3 1.000 1.000 0.1 0.0 0.0 UKOOA

299 0.0 0.2 0.0 0.0 88.3 1.000 1.000 0.1 0.0 0.0 UKOOA 280 0.0 1.3 -0.0 0.0 89.4 1.000 1.000 0.9 0.0 0.0 UKOOA

570 0.0 83.5 0.0 0.0 162.1 1.000 1.000 56.0 0.0 0.0 UKOOA 575 0.0 40.6 -0.0 0.0 119.2 1.000 1.000 27.2 0.0 0.0 UKOOA

575 0.0 40.6 0.0 0.0 119.2 1.000 1.000 27.2 0.0 0.0 UKOOA 576 0.0 4.4 -0.0 0.0 83.0 1.000 1.000 2.9 0.0 0.0 UKOOA

576 0.0 4.4 0.0 0.0 82.9 1.000 1.000 2.9 0.0 0.0 UKOOA 577 0.0 0.6 -0.0 0.0 79.2 1.000 1.000 0.4 0.0 0.0 UKOOA


369

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

577 0.0 0.6 0.0 0.0 79.2 1.000 1.000 0.4 0.0 0.0 UKOOA 578 0.0 1.2 -0.0 0.0 79.7 1.000 1.000 0.8 0.0 0.0 UKOOA

578 0.0 1.2 0.0 0.0 79.7 1.000 1.000 0.8 0.0 0.0 UKOOA 799 0.0 0.9 -0.0 0.0 79.4 1.000 1.000 0.6 0.0 0.0 UKOOA

799 0.0 0.9 0.0 0.0 79.4 1.000 1.000 0.6 0.0 0.0 UKOOA 800 0.0 0.6 -0.0 0.0 79.2 1.000 1.000 0.4 0.0 0.0 UKOOA

800 0.0 0.6 0.0 0.0 79.1 1.000 1.000 0.4 0.0 0.0 UKOOA 810 0.0 0.3 -0.0 0.0 78.8 1.000 1.000 0.2 0.0 0.0 UKOOA

825 0.0 0.1 0.0 0.0 78.6 1.000 1.000 0.1 0.0 0.0 UKOOA 830 0.0 0.2 -0.0 0.0 78.7 1.000 1.000 0.2 0.0 0.0 UKOOA

830 0.0 0.2 0.0 0.0 78.7 1.000 1.000 0.2 0.0 0.0 UKOOA 831 0.0 0.1 -0.0 0.0 78.5 1.000 1.000 0.0 0.0 0.0 UKOOA

831 0.0 0.1 0.0 0.0 78.5 1.000 1.000 0.0 0.0 0.0 UKOOA 832 0.0 0.0 -0.0 0.0 78.4 1.000 1.000 0.0 0.0 0.0 UKOOA

832 0.0 0.0 0.0 0.0 78.3 1.000 1.000 0.0 0.0 0.0 UKOOA 833 0.0 0.1 -0.0 0.0 78.4 1.000 1.000 0.0 0.0 0.0 UKOOA

833 0.0 0.1 0.0 0.0 78.3 1.000 1.000 0.0 0.0 0.0 UKOOA 838 0.0 0.5 -0.0 0.0 78.7 1.000 1.000 0.3 0.0 0.0 UKOOA

838 0.0 0.5 0.0 0.0 78.3 1.000 1.000 0.3 0.0 0.0 UKOOA 839 0.0 1.4 -0.0 0.0 79.2 1.000 1.000 1.0 0.0 0.0 UKOOA


370

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

839 0.0 1.4 0.0 0.0 78.7 1.000 1.000 1.0 0.0 0.0 UKOOA 841 0.0 9.9 -0.0 0.0 87.2 1.000 1.000 6.7 0.0 0.0 UKOOA

841 0.0 9.9 0.0 0.0 87.1 1.000 1.000 6.7 0.0 0.0 UKOOA 842 0.0 25.1 -0.0 0.0 102.3 1.000 1.000 16.8 0.0 0.0 UKOOA

842 0.0 25.1 0.0 0.0 102.2 1.000 1.000 16.8 0.0 0.0 UKOOA 843 0.0 31.8 -0.0 0.0 108.8 1.000 1.000 21.3 0.0 0.0 UKOOA

843 0.0 31.8 0.0 0.0 108.7 1.000 1.000 21.3 0.0 0.0 UKOOA 844 0.0 21.9 -0.0 0.0 98.8 1.000 1.000 14.6 0.0 0.0 UKOOA

844 0.0 56.1 0.0 104.8 132.9 2.564 2.938 37.6 0.0 0.0 UKOOA 845 0.0 104.1 0.0 194.4 183.9 2.564 2.938 69.7 0.0 0.0 UKOOA

845 0.0 104.1 -0.0 194.4 183.8 2.564 2.938 69.7 0.0 0.0 UKOOA 835 0.0 26.5 0.0 49.5 101.4 2.564 2.938 17.7 0.0 0.0 UKOOA

835 0.0 10.3 -0.0 0.0 85.3 1.000 1.000 6.9 0.0 0.0 UKOOA 837 0.0 44.7 0.0 0.0 119.6 1.000 1.000 29.9 0.0 0.0 UKOOA

837 0.0 44.7 -0.0 0.0 119.6 1.000 1.000 29.9 0.0 0.0 UKOOA 846 0.0 23.1 0.0 0.0 98.1 1.000 1.000 15.5 0.0 0.0 UKOOA

846 0.0 23.1 -0.0 0.0 98.0 1.000 1.000 15.5 0.0 0.0 UKOOA 847 0.0 21.7 0.0 0.0 96.6 1.000 1.000 14.6 0.0 0.0 UKOOA

847 0.0 21.7 -0.0 0.0 96.6 1.000 1.000 14.6 0.0 0.0 UKOOA 848 0.0 42.3 0.0 0.0 117.2 1.000 1.000 28.4 0.0 0.0 UKOOA

848 0.0 42.3 -0.0 0.0 117.2 1.000 1.000 28.4 0.0 0.0 UKOOA


371

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

849 0.0 12.1 0.0 0.0 86.9 1.000 1.000 8.1 0.0 0.0 UKOOA

849 0.0 30.9 -0.0 57.7 105.8 2.564 2.938 20.7 0.0 0.0 UKOOA 850 0.0 103.5 0.0 193.4 182.9 2.564 2.938 69.3 0.0 0.0 UKOOA

850 0.0 103.5 -0.0 193.4 182.9 2.564 2.938 69.3 0.0 0.0 UKOOA 836 0.0 51.1 -0.0 95.5 127.3 2.564 2.938 34.2 0.0 0.0 UKOOA

836 0.0 19.9 0.0 0.0 96.2 1.000 1.000 13.4 0.0 0.0 UKOOA 851 0.0 33.8 -0.0 0.0 110.1 1.000 1.000 22.7 0.0 0.0 UKOOA

851 0.0 33.8 0.0 0.0 110.2 1.000 1.000 22.7 0.0 0.0 UKOOA 852 0.0 26.1 -0.0 0.0 102.5 1.000 1.000 17.5 0.0 0.0 UKOOA

852 0.0 26.1 0.0 0.0 102.6 1.000 1.000 17.5 0.0 0.0 UKOOA 853 0.0 10.3 -0.0 0.0 86.8 1.000 1.000 6.9 0.0 0.0 UKOOA

853 0.0 10.3 0.0 0.0 86.9 1.000 1.000 6.9 0.0 0.0 UKOOA 854 0.0 1.1 -0.0 0.0 77.6 1.000 1.000 0.7 0.0 0.0 UKOOA

854 0.0 1.1 0.0 0.0 78.3 1.000 1.000 0.7 0.0 0.0 UKOOA 855 0.0 0.3 -0.0 0.0 77.5 1.000 1.000 0.2 0.0 0.0 UKOOA

855 0.0 0.3 0.0 0.0 78.1 1.000 1.000 0.2 0.0 0.0 UKOOA 840 0.0 0.3 -0.0 0.0 78.0 2.300 2.300 0.2 0.0 0.0 UKOOA

840 0.0 0.0 0.0 0.0 86.7 1.000 1.000 0.0 0.0 0.0 UKOOA 856 0.0 0.0 -0.0 0.0 86.6 1.000 1.000 0.0 0.0 0.0 UKOOA

856 0.0 0.0 0.0 0.0 86.5 1.000 1.000 0.0 0.0 0.0 UKOOA 857 0.0 0.1 -0.0 0.0 86.6 1.000 1.000 0.0 0.0 0.0 UKOOA


372

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

857 0.0 0.1 0.0 0.0 85.8 1.000 1.000 0.0 0.0 0.0 UKOOA 139 0.0 0.1 -0.0 0.0 85.8 1.000 1.000 0.1 0.0 0.0 UKOOA

139 0.0 0.1 0.0 0.0 85.8 1.000 1.000 0.1 0.0 0.0 UKOOA 140 0.0 0.3 -0.0 0.0 86.0 1.000 1.000 0.2 0.0 0.0 UKOOA

840 0.0 0.1 0.0 0.0 85.9 1.000 1.000 0.0 0.0 0.0 UKOOA 900 0.0 0.1 -0.0 0.0 86.0 2.300 2.300 0.1 0.0 0.0 UKOOA

900 0.0 0.0 0.0 0.0 86.9 1.000 1.000 0.0 0.0 0.0 UKOOA 901 0.0 0.0 -0.0 0.0 86.9 1.000 1.000 0.0 0.0 0.0 UKOOA

901 0.0 0.0 0.0 0.0 86.7 1.000 1.000 0.0 0.0 0.0 UKOOA 902 0.0 0.0 -0.0 0.0 86.8 1.000 1.000 0.0 0.0 0.0 UKOOA

902 0.0 0.0 0.0 0.0 86.5 1.000 1.000 0.0 0.0 0.0 UKOOA 903 0.0 0.1 -0.0 0.0 86.6 1.000 1.000 0.1 0.0 0.0 UKOOA

903 0.0 0.1 0.0 0.0 86.0 1.000 1.000 0.1 0.0 0.0 UKOOA 904 0.0 0.4 -0.0 0.0 86.2 1.000 1.000 0.2 0.0 0.0 UKOOA

904 0.0 0.4 0.0 0.0 84.6 1.000 1.000 0.2 0.0 0.0 UKOOA 910 0.0 3.0 -0.0 0.0 87.3 2.300 2.300 2.0 0.0 0.0 UKOOA

910 0.0 15.1 0.0 0.0 82.6 1.000 1.000 10.1 0.0 0.0 UKOOA 911 0.0 1.1 -0.0 0.0 68.6 1.000 1.000 0.7 0.0 0.0 UKOOA

911 0.0 1.1 0.0 0.0 68.2 1.000 1.000 0.7 0.0 0.0 UKOOA 912 0.0 6.4 -0.0 0.0 73.5 1.000 1.000 4.3 0.0 0.0 UKOOA


373

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

912 0.0 6.4 0.0 0.0 73.1 1.000 1.000 4.3 0.0 0.0 UKOOA 913 0.0 38.8 -0.0 0.0 105.5 1.000 1.000 26.0 0.0 0.0 UKOOA

913 0.0 38.8 0.0 0.0 105.3 1.000 1.000 26.0 0.0 0.0 UKOOA 914 0.0 63.7 -0.0 0.0 130.2 1.000 1.000 42.7 0.0 0.0 UKOOA

914 0.0 63.7 0.0 0.0 130.1 1.000 1.000 42.7 0.0 0.0 UKOOA 915 0.0 3.1 -0.0 0.0 69.4 1.000 1.000 2.1 0.0 0.0 UKOOA

915 0.0 6.6 0.0 12.6 72.8 2.129 2.440 4.4 0.0 0.0 UKOOA 916 0.0 115.4 -0.0 221.0 190.7 2.129 2.440 77.3 0.0 0.0 UKOOA

916 0.0 115.4 0.0 221.0 190.8 2.129 2.440 77.3 0.0 0.0 UKOOA 920 0.0 49.1 -0.0 94.1 119.5 2.129 2.440 32.9 0.0 0.0 UKOOA

920 0.0 23.1 0.0 0.0 93.7 1.000 1.000 15.4 0.0 0.0 UKOOA 921 0.0 45.3 -0.0 0.0 116.0 1.000 1.000 30.3 0.0 0.0 UKOOA

921 0.0 45.3 0.0 0.0 116.2 1.000 1.000 30.3 0.0 0.0 UKOOA 922 0.0 34.2 -0.0 0.0 105.2 1.000 1.000 22.9 0.0 0.0 UKOOA

922 0.0 34.2 0.0 0.0 105.4 1.000 1.000 22.9 0.0 0.0 UKOOA 923 0.0 13.3 -0.0 0.0 84.5 1.000 1.000 8.9 0.0 0.0 UKOOA

923 0.0 13.3 0.0 0.0 84.8 1.000 1.000 8.9 0.0 0.0 UKOOA 924 0.0 1.6 -0.0 0.0 73.1 1.000 1.000 1.0 0.0 0.0 UKOOA

924 0.0 1.6 0.0 0.0 74.7 1.000 1.000 1.0 0.0 0.0 UKOOA 925 0.0 0.5 -0.0 0.0 73.7 1.000 1.000 0.4 0.0 0.0 UKOOA

925 0.0 0.5 0.0 0.0 76.5 1.000 1.000 0.4 0.0 0.0 UKOOA


374

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

926 0.0 0.8 -0.0 0.0 76.8 1.000 1.000 0.6 0.0 0.0 UKOOA

926 0.0 0.8 0.0 0.0 78.8 1.000 1.000 0.6 0.0 0.0 UKOOA 930 0.0 6.4 -0.0 0.0 84.4 2.300 2.300 4.3 0.0 0.0 UKOOA

930 0.0 0.7 0.0 0.0 85.0 1.000 1.000 0.5 0.0 0.0 UKOOA 931 0.0 0.3 -0.0 0.0 84.6 1.000 1.000 0.2 0.0 0.0 UKOOA

931 0.0 0.3 0.0 0.0 81.8 1.000 1.000 0.2 0.0 0.0 UKOOA 932 0.0 0.1 -0.0 0.0 81.6 1.000 1.000 0.1 0.0 0.0 UKOOA

932 0.0 0.1 0.0 0.0 78.6 1.000 1.000 0.1 0.0 0.0 UKOOA 933 0.0 0.3 -0.0 0.0 78.8 1.000 1.000 0.2 0.0 0.0 UKOOA

933 0.0 0.3 0.0 0.0 75.7 1.000 1.000 0.2 0.0 0.0 UKOOA 934 0.0 1.7 -0.0 0.0 77.1 1.000 1.000 1.1 0.0 0.0 UKOOA

934 0.0 1.7 0.0 0.0 75.5 1.000 1.000 1.1 0.0 0.0 UKOOA 935 0.0 14.1 -0.0 0.0 88.0 1.000 1.000 9.5 0.0 0.0 UKOOA

935 0.0 14.1 0.0 0.0 87.7 1.000 1.000 9.5 0.0 0.0 UKOOA 936 0.0 37.9 -0.0 0.0 111.4 1.000 1.000 25.4 0.0 0.0 UKOOA

936 0.0 37.9 0.0 0.0 111.2 1.000 1.000 25.4 0.0 0.0 UKOOA 937 0.0 52.8 -0.0 0.0 126.1 1.000 1.000 35.4 0.0 0.0 UKOOA

937 0.0 52.8 0.0 0.0 125.8 1.000 1.000 35.4 0.0 0.0 UKOOA 938 0.0 17.0 -0.0 0.0 90.0 1.000 1.000 11.4 0.0 0.0 UKOOA

938 0.0 36.1 0.0 69.2 109.0 2.129 2.440 24.2 0.0 0.0 UKOOA 939 0.0 121.5 0.0 232.8 200.7 2.129 2.440 81.4 0.0 0.0 UKOOA


375

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

939 0.0 121.5 -0.0 232.8 200.7 2.129 2.440 81.4 0.0 0.0 UKOOA 940 0.0 9.6 0.0 18.5 80.4 2.129 2.440 6.5 0.0 0.0 UKOOA

940 0.0 4.5 -0.0 0.0 75.5 1.000 1.000 3.0 0.0 0.0 UKOOA 941 0.0 61.6 0.0 0.0 132.6 1.000 1.000 41.3 0.0 0.0 UKOOA

941 0.0 61.6 -0.0 0.0 132.8 1.000 1.000 41.3 0.0 0.0 UKOOA 942 0.0 41.1 0.0 0.0 112.2 1.000 1.000 27.5 0.0 0.0 UKOOA

942 0.0 41.1 -0.0 0.0 112.5 1.000 1.000 27.5 0.0 0.0 UKOOA 943 0.0 14.5 0.0 0.0 85.9 1.000 1.000 9.7 0.0 0.0 UKOOA

943 0.0 14.5 -0.0 0.0 86.2 1.000 1.000 9.7 0.0 0.0 UKOOA 944 0.0 1.0 0.0 0.0 72.7 1.000 1.000 0.7 0.0 0.0 UKOOA

944 0.0 1.0 -0.0 0.0 73.8 1.000 1.000 0.7 0.0 0.0 UKOOA 945 0.0 1.9 0.0 0.0 74.7 1.000 1.000 1.3 0.0 0.0 UKOOA

945 0.0 1.9 -0.0 0.0 76.0 1.000 1.000 1.3 0.0 0.0 UKOOA 950 0.0 20.1 0.0 0.0 94.2 2.300 2.300 13.5 0.0 0.0 UKOOA

950 0.0 1.5 -0.0 0.0 86.4 1.000 1.000 1.0 0.0 0.0 UKOOA 951 0.0 0.4 0.0 0.0 85.2 1.000 1.000 0.3 0.0 0.0 UKOOA

951 0.0 0.4 -0.0 0.0 86.6 1.000 1.000 0.3 0.0 0.0 UKOOA 960 0.0 0.3 0.0 0.0 86.5 2.300 2.300 0.2 0.0 0.0 UKOOA

960 0.0 0.1 -0.0 0.0 86.9 1.000 1.000 0.0 0.0 0.0 UKOOA 961 0.0 0.0 0.0 0.0 86.9 1.000 1.000 0.0 0.0 0.0 UKOOA


376

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

961 0.0 0.0 -0.0 0.0 87.1 1.000 1.000 0.0 0.0 0.0 UKOOA 962 0.0 0.0 0.0 0.0 87.1 1.000 1.000 0.0 0.0 0.0 UKOOA

962 0.0 0.0 -0.0 0.0 87.3 1.000 1.000 0.0 0.0 0.0 UKOOA 963 0.0 0.0 0.0 0.0 87.3 1.000 1.000 0.0 0.0 0.0 UKOOA

963 0.0 0.0 -0.0 0.0 87.5 1.000 1.000 0.0 0.0 0.0 UKOOA 964 0.0 0.0 0.0 0.0 87.5 1.000 1.000 0.0 0.0 0.0 UKOOA

964 0.0 0.0 -0.0 0.0 87.6 1.000 1.000 0.0 0.0 0.0 UKOOA 965 0.0 0.0 0.0 0.0 87.6 1.000 1.000 0.0 0.0 0.0 UKOOA

965 0.0 0.0 -0.0 0.0 87.6 1.000 1.000 0.0 0.0 0.0 UKOOA 966 0.0 0.1 0.0 0.0 87.7 1.000 1.000 0.0 0.0 0.0 UKOOA

966 0.0 0.1 -0.0 0.0 87.7 1.000 1.000 0.0 0.0 0.0 UKOOA 967 0.0 0.1 0.0 0.0 87.7 1.000 1.000 0.1 0.0 0.0 UKOOA

967 0.0 0.1 -0.0 0.0 87.8 1.000 1.000 0.1 0.0 0.0 UKOOA 969 0.0 0.1 0.0 0.0 87.7 1.000 1.000 0.0 0.0 0.0 UKOOA

969 0.0 0.1 -0.0 0.0 87.7 1.000 1.000 0.0 0.0 0.0 UKOOA 970 0.0 0.0 0.0 0.0 87.7 1.000 1.000 0.0 0.0 0.0 UKOOA

970 0.0 0.0 -0.0 0.0 87.7 1.000 1.000 0.0 0.0 0.0 UKOOA 980 0.0 0.7 0.0 0.0 88.3 1.000 1.000 0.5 0.0 0.0 UKOOA

1000 0.0 0.2 -0.0 0.0 92.8 1.000 1.000 0.1 0.0 0.0 UKOOA 1010 0.0 2.6 0.0 0.0 95.2 1.000 1.000 1.7 0.0 0.0 UKOOA

1010 0.0 2.6 -0.0 0.0 95.2 1.000 1.000 1.7 0.0 0.0 UKOOA


377

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1011 0.0 2.5 0.0 0.0 95.1 1.000 1.000 1.7 0.0 0.0 UKOOA

1011 0.0 2.5 -0.0 0.0 95.1 1.000 1.000 1.7 0.0 0.0 UKOOA 1012 0.0 12.1 0.0 0.0 104.7 1.000 1.000 8.1 0.0 0.0 UKOOA

1012 0.0 12.1 -0.0 0.0 104.7 1.000 1.000 8.1 0.0 0.0 UKOOA 1013 0.0 26.3 0.0 0.0 118.9 1.000 1.000 17.6 0.0 0.0 UKOOA

1013 0.0 26.3 -0.0 0.0 118.9 1.000 1.000 17.6 0.0 0.0 UKOOA 1014 0.0 24.0 0.0 0.0 116.6 1.000 1.000 16.1 0.0 0.0 UKOOA

1014 0.0 24.0 -0.0 0.0 116.6 1.000 1.000 16.1 0.0 0.0 UKOOA

82 0.0 44.3 0.0 0.0 136.9 1.000 1.000 29.7 0.0 0.0 UKOOA

82 0.0 44.3 -0.0 0.0 136.9 1.000 1.000 29.7 0.0 0.0 UKOOA 80 0.0 112.7 0.0 0.0 205.2 1.000 1.000 75.5 0.0 0.0 UKOOA

440 0.0 1.6 0.0 0.0 82.6 1.000 1.000 1.1 0.0 0.0 UKOOA 446 0.0 0.6 -0.0 0.0 81.6 1.000 1.000 0.4 0.0 0.0 UKOOA

446 0.0 0.6 0.0 0.0 83.5 1.000 1.000 0.4 0.0 0.0 UKOOA 447 0.0 0.3 -0.0 0.0 83.1 1.000 1.000 0.2 0.0 0.0 UKOOA

447 0.0 0.3 0.0 0.0 83.6 1.000 1.000 0.2 0.0 0.0 UKOOA 448 0.0 0.0 -0.0 0.0 83.4 1.000 1.000 0.0 0.0 0.0 UKOOA

448 0.0 0.0 0.0 0.0 83.5 1.000 1.000 0.0 0.0 0.0 UKOOA 449 0.0 0.0 -0.0 0.0 83.5 1.000 1.000 0.0 0.0 0.0 UKOOA

449 0.0 0.0 0.0 0.0 83.5 1.000 1.000 0.0 0.0 0.0 UKOOA 451 0.0 0.0 -0.0 0.0 83.5 1.000 1.000 0.0 0.0 0.0 UKOOA


378

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

451 0.0 0.0 0.0 0.0 83.6 1.000 1.000 0.0 0.0 0.0 UKOOA 1199 0.0 0.0 -0.0 0.0 83.6 1.000 1.000 0.0 0.0 0.0 UKOOA

1199 0.0 0.0 0.0 0.0 83.6 1.000 1.000 0.0 0.0 0.0 UKOOA 1200 0.0 0.0 -0.0 0.0 83.6 1.000 1.000 0.0 0.0 0.0 UKOOA

1200 0.0 0.0 0.0 0.0 83.6 1.000 1.000 0.0 0.0 0.0 UKOOA 1210 0.0 0.0 -0.0 0.0 83.6 1.000 1.000 0.0 0.0 0.0 UKOOA

1230 0.0 0.0 0.0 0.0 83.6 1.000 1.000 0.0 0.0 0.0 UKOOA 1240 0.0 0.0 -0.0 0.0 83.6 1.000 1.000 0.0 0.0 0.0 UKOOA

1240 0.0 0.0 0.0 0.0 83.7 1.000 1.000 0.0 0.0 0.0 UKOOA 1241 0.0 0.0 -0.0 0.0 83.7 1.000 1.000 0.0 0.0 0.0 UKOOA

1241 0.0 0.0 0.0 0.0 83.7 1.000 1.000 0.0 0.0 0.0 UKOOA 1242 0.0 0.0 -0.0 0.0 83.7 1.000 1.000 0.0 0.0 0.0 UKOOA

1242 0.0 0.0 0.0 0.0 83.7 1.000 1.000 0.0 0.0 0.0 UKOOA 1243 0.0 0.1 -0.0 0.0 83.8 1.000 1.000 0.0 0.0 0.0 UKOOA

1243 0.0 0.1 0.0 0.0 83.8 1.000 1.000 0.0 0.0 0.0 UKOOA 1244 0.0 0.5 -0.0 0.0 84.3 1.000 1.000 0.3 0.0 0.0 UKOOA

1244 0.0 0.5 0.0 0.0 84.3 1.000 1.000 0.3 0.0 0.0 UKOOA 1250 0.0 9.3 -0.0 0.0 93.1 2.300 2.300 6.2 0.0 0.0 UKOOA

1250 0.0 0.7 0.0 0.0 86.1 1.000 1.000 0.5 0.0 0.0 UKOOA 1260 0.0 0.3 -0.0 0.0 85.7 2.300 2.300 0.2 0.0 0.0 UKOOA


379

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1260 0.0 0.2 0.0 0.0 86.8 1.000 1.000 0.1 0.0 0.0 UKOOA 1261 0.0 0.1 -0.0 0.0 86.7 1.000 1.000 0.0 0.0 0.0 UKOOA

1261 0.0 0.1 0.0 0.0 86.8 1.000 1.000 0.0 0.0 0.0 UKOOA 1262 0.0 0.0 -0.0 0.0 86.7 1.000 1.000 0.0 0.0 0.0 UKOOA

1262 0.0 0.0 0.0 0.0 86.7 1.000 1.000 0.0 0.0 0.0 UKOOA 1263 0.0 0.1 -0.0 0.0 86.8 1.000 1.000 0.0 0.0 0.0 UKOOA

1263 0.0 0.1 0.0 0.0 86.6 1.000 1.000 0.0 0.0 0.0 UKOOA 1264 0.0 0.2 -0.0 0.0 86.7 1.000 1.000 0.1 0.0 0.0 UKOOA

1264 0.0 0.2 0.0 0.0 86.2 1.000 1.000 0.1 0.0 0.0 UKOOA 1270 0.0 1.5 -0.0 0.0 87.4 2.300 2.300 1.0 0.0 0.0 UKOOA

1270 0.0 1.6 0.0 0.0 79.1 1.000 1.000 1.1 0.0 0.0 UKOOA 1280 0.0 0.8 -0.0 0.0 78.3 1.000 1.000 0.6 0.0 0.0 UKOOA

1280 0.0 0.8 0.0 0.0 75.2 1.000 1.000 0.6 0.0 0.0 UKOOA 1281 0.0 1.7 -0.0 0.0 76.1 1.000 1.000 1.1 0.0 0.0 UKOOA

1281 0.0 1.7 0.0 0.0 74.4 1.000 1.000 1.1 0.0 0.0 UKOOA 1282 0.0 14.3 -0.0 0.0 86.9 1.000 1.000 9.6 0.0 0.0 UKOOA

1282 0.0 14.3 0.0 0.0 86.7 1.000 1.000 9.6 0.0 0.0 UKOOA 1283 0.0 39.2 -0.0 0.0 111.6 1.000 1.000 26.3 0.0 0.0 UKOOA

1283 0.0 39.2 0.0 0.0 111.4 1.000 1.000 26.3 0.0 0.0 UKOOA 1284 0.0 56.6 -0.0 0.0 128.7 1.000 1.000 37.9 0.0 0.0 UKOOA

1284 0.0 56.6 0.0 0.0 128.5 1.000 1.000 37.9 0.0 0.0 UKOOA


380

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1285 0.0 11.4 -0.0 0.0 83.3 1.000 1.000 7.6 0.0 0.0 UKOOA

1285 0.0 24.2 0.0 46.3 95.9 2.129 2.440 16.2 0.0 0.0 UKOOA 1286 0.0 121.1 -0.0 232.0 200.1 2.129 2.440 81.2 0.0 0.0 UKOOA

1286 0.0 121.1 0.0 232.0 200.1 2.129 2.440 81.2 0.0 0.0 UKOOA 1290 0.0 21.4 -0.0 41.0 92.9 2.129 2.440 14.3 0.0 0.0 UKOOA

1290 0.0 10.0 0.0 0.0 81.7 1.000 1.000 6.7 0.0 0.0 UKOOA 1291 0.0 57.5 -0.0 0.0 129.2 1.000 1.000 38.5 0.0 0.0 UKOOA

1291 0.0 57.5 0.0 0.0 129.4 1.000 1.000 38.5 0.0 0.0 UKOOA 1292 0.0 39.5 -0.0 0.0 111.4 1.000 1.000 26.5 0.0 0.0 UKOOA

1292 0.0 39.5 0.0 0.0 111.6 1.000 1.000 26.5 0.0 0.0 UKOOA 1293 0.0 14.0 -0.0 0.0 86.2 1.000 1.000 9.4 0.0 0.0 UKOOA

1293 0.0 14.0 0.0 0.0 86.4 1.000 1.000 9.4 0.0 0.0 UKOOA 1294 0.0 2.4 -0.0 0.0 74.9 1.000 1.000 1.6 0.0 0.0 UKOOA

1294 0.0 2.4 0.0 0.0 75.8 1.000 1.000 1.6 0.0 0.0 UKOOA 1295 0.0 1.0 -0.0 0.0 74.4 1.000 1.000 0.7 0.0 0.0 UKOOA

1295 0.0 1.0 0.0 0.0 75.7 1.000 1.000 0.7 0.0 0.0 UKOOA 1300 0.0 1.7 -0.0 0.0 76.4 1.000 1.000 1.1 0.0 0.0 UKOOA

1300 0.0 1.7 0.0 0.0 78.1 1.000 1.000 1.1 0.0 0.0 UKOOA 1310 0.0 10.1 -0.0 0.0 86.5 2.300 2.300 6.8 0.0 0.0 UKOOA

1310 0.0 0.9 0.0 0.0 86.5 1.000 1.000 0.6 0.0 0.0 UKOOA 1311 0.0 0.3 -0.0 0.0 85.9 1.000 1.000 0.2 0.0 0.0 UKOOA


381

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1311 0.0 0.3 0.0 0.0 86.5 1.000 1.000 0.2 0.0 0.0 UKOOA 1313 0.0 0.1 -0.0 0.0 86.3 1.000 1.000 0.1 0.0 0.0 UKOOA

1313 0.0 0.1 0.0 0.0 86.0 1.000 1.000 0.1 0.0 0.0 UKOOA 1315 0.0 0.0 -0.0 0.0 86.0 1.000 1.000 0.0 0.0 0.0 UKOOA

1315 0.0 0.0 0.0 0.0 85.5 1.000 1.000 0.0 0.0 0.0 UKOOA 1317 0.0 0.0 -0.0 0.0 85.5 1.000 1.000 0.0 0.0 0.0 UKOOA

1317 0.0 0.0 0.0 0.0 85.1 1.000 1.000 0.0 0.0 0.0 UKOOA 1321 0.0 0.0 -0.0 0.0 85.1 1.000 1.000 0.0 0.0 0.0 UKOOA

1321 0.0 0.0 0.0 0.0 84.8 1.000 1.000 0.0 0.0 0.0 UKOOA 1322 0.0 0.0 -0.0 0.0 84.8 1.000 1.000 0.0 0.0 0.0 UKOOA

1322 0.0 0.0 0.0 0.0 84.8 1.000 1.000 0.0 0.0 0.0 UKOOA 1323 0.0 0.0 -0.0 0.0 84.8 1.000 1.000 0.0 0.0 0.0 UKOOA

1323 0.0 0.0 0.0 0.0 84.7 1.000 1.000 0.0 0.0 0.0 UKOOA 1324 0.0 0.0 -0.0 0.0 84.7 1.000 1.000 0.0 0.0 0.0 UKOOA

1324 0.0 0.0 0.0 0.0 84.7 1.000 1.000 0.0 0.0 0.0 UKOOA 1325 0.0 0.0 -0.0 0.0 84.7 1.000 1.000 0.0 0.0 0.0 UKOOA

1325 0.0 0.0 0.0 0.0 84.7 1.000 1.000 0.0 0.0 0.0 UKOOA 1312 0.0 0.0 -0.0 0.0 84.7 1.000 1.000 0.0 0.0 0.0 UKOOA

1312 0.0 0.0 0.0 0.0 84.7 1.000 1.000 0.0 0.0 0.0 UKOOA 1314 0.0 0.0 -0.0 0.0 84.7 1.000 1.000 0.0 0.0 0.0 UKOOA


382

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1318 0.0 0.0 0.0 0.0 84.7 1.000 1.000 0.0 0.0 0.0 UKOOA 1319 0.0 0.0 -0.0 0.0 84.7 1.000 1.000 0.0 0.0 0.0 UKOOA

1319 0.0 0.0 0.0 0.0 84.6 1.000 1.000 0.0 0.0 0.0 UKOOA 1326 0.0 0.0 -0.0 0.0 84.7 1.000 1.000 0.0 0.0 0.0 UKOOA

1326 0.0 0.0 0.0 0.0 84.6 1.000 1.000 0.0 0.0 0.0 UKOOA 1327 0.0 0.1 -0.0 0.0 84.6 1.000 1.000 0.1 0.0 0.0 UKOOA

1327 0.0 0.1 0.0 0.0 84.6 1.000 1.000 0.1 0.0 0.0 UKOOA 1328 0.0 0.2 -0.0 0.0 84.6 1.000 1.000 0.1 0.0 0.0 UKOOA

1328 0.0 0.2 0.0 0.0 84.5 1.000 1.000 0.1 0.0 0.0 UKOOA 1329 0.0 0.9 -0.0 0.0 85.2 1.000 1.000 0.6 0.0 0.0 UKOOA

1329 0.0 0.9 0.0 0.0 84.9 1.000 1.000 0.6 0.0 0.0 UKOOA 1320 0.0 4.2 -0.0 0.0 88.2 1.000 1.000 2.8 0.0 0.0 UKOOA

1320 0.0 4.2 0.0 0.0 87.7 1.000 1.000 2.8 0.0 0.0 UKOOA 1331 0.0 4.6 -0.0 0.0 88.0 1.000 1.000 3.1 0.0 0.0 UKOOA

1331 0.0 4.6 0.0 0.0 88.0 1.000 1.000 3.1 0.0 0.0 UKOOA 1330 0.0 30.8 -0.0 0.0 114.2 2.300 2.300 20.6 0.0 0.0 UKOOA

1330 0.0 17.2 -0.0 0.0 78.9 1.000 1.000 11.5 0.0 0.0 UKOOA 1332 0.0 6.1 0.0 0.0 67.8 1.000 1.000 4.1 0.0 0.0 UKOOA

1332 0.0 6.1 -0.0 0.0 67.2 1.000 1.000 4.1 0.0 0.0 UKOOA 1333 0.0 0.7 0.0 0.0 61.8 1.000 1.000 0.5 0.0 0.0 UKOOA

1333 0.0 0.7 -0.0 0.0 61.1 1.000 1.000 0.5 0.0 0.0 UKOOA


383

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1334 0.0 11.9 0.0 0.0 72.2 1.000 1.000 7.9 0.0 0.0 UKOOA

1334 0.0 11.9 -0.0 0.0 72.0 1.000 1.000 7.9 0.0 0.0 UKOOA 1335 0.0 31.2 0.0 0.0 91.3 1.000 1.000 20.9 0.0 0.0 UKOOA

1335 0.0 31.2 -0.0 0.0 91.2 1.000 1.000 20.9 0.0 0.0 UKOOA 1336 0.0 43.9 0.0 0.0 103.8 1.000 1.000 29.4 0.0 0.0 UKOOA

1336 0.0 43.9 -0.0 0.0 103.6 1.000 1.000 29.4 0.0 0.0 UKOOA 1337 0.0 13.1 0.0 0.0 72.8 1.000 1.000 8.7 0.0 0.0 UKOOA

1337 0.0 27.8 -0.0 53.3 87.4 2.129 2.440 18.6 0.0 0.0 UKOOA 1338 0.0 100.4 0.0 192.4 165.5 2.129 2.440 67.3 0.0 0.0 UKOOA

1338 0.0 100.4 -0.0 192.4 165.4 2.129 2.440 67.3 0.0 0.0 UKOOA 1340 0.0 9.6 0.0 18.3 67.7 2.129 2.440 6.4 0.0 0.0 UKOOA

1340 0.0 4.5 -0.0 0.0 62.8 1.000 1.000 3.0 0.0 0.0 UKOOA 1341 0.0 49.9 0.0 0.0 108.3 1.000 1.000 33.5 0.0 0.0 UKOOA

1341 0.0 49.9 -0.0 0.0 108.4 1.000 1.000 33.5 0.0 0.0 UKOOA 1351 0.0 33.1 0.0 0.0 91.6 1.000 1.000 22.2 0.0 0.0 UKOOA

1351 0.0 33.1 -0.0 0.0 91.8 1.000 1.000 22.2 0.0 0.0 UKOOA 1352 0.0 11.2 0.0 0.0 69.8 1.000 1.000 7.5 0.0 0.0 UKOOA

1352 0.0 11.2 -0.0 0.0 70.0 1.000 1.000 7.5 0.0 0.0 UKOOA 1353 0.0 0.7 0.0 0.0 59.4 1.000 1.000 0.4 0.0 0.0 UKOOA

1353 0.0 0.7 -0.0 0.0 59.6 1.000 1.000 0.4 0.0 0.0 UKOOA 1354 0.0 1.9 0.0 0.0 60.8 1.000 1.000 1.2 0.0 0.0 UKOOA


384

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1354 0.0 1.9 -0.0 0.0 60.9 1.000 1.000 1.2 0.0 0.0 UKOOA 1355 0.0 1.0 0.0 0.0 60.1 1.000 1.000 0.7 0.0 0.0 UKOOA

1355 0.0 1.0 -0.0 0.0 60.2 1.000 1.000 0.7 0.0 0.0 UKOOA 1356 0.0 0.7 0.0 0.0 59.9 1.000 1.000 0.5 0.0 0.0 UKOOA

1356 0.0 0.7 -0.0 0.0 59.9 1.000 1.000 0.5 0.0 0.0 UKOOA 1342 0.0 0.4 0.0 0.0 59.6 1.000 1.000 0.3 0.0 0.0 UKOOA

1342 0.0 0.4 -0.0 0.0 59.6 1.000 1.000 0.3 0.0 0.0 UKOOA 1343 0.0 0.0 0.0 0.0 59.2 1.000 1.000 0.0 0.0 0.0 UKOOA

1345 0.0 0.3 -0.0 0.0 59.4 1.000 1.000 0.2 0.0 0.0 UKOOA 1346 0.0 0.7 0.0 0.0 59.9 1.000 1.000 0.5 0.0 0.0 UKOOA

1346 0.0 0.7 -0.0 0.0 59.9 1.000 1.000 0.5 0.0 0.0 UKOOA 1357 0.0 0.1 0.0 0.0 59.3 1.000 1.000 0.0 0.0 0.0 UKOOA

1357 0.0 0.1 -0.0 0.0 59.3 1.000 1.000 0.0 0.0 0.0 UKOOA 1358 0.0 2.1 0.0 0.0 61.3 1.000 1.000 1.4 0.0 0.0 UKOOA

1358 0.0 2.1 -0.0 0.0 61.3 1.000 1.000 1.4 0.0 0.0 UKOOA 1347 0.0 18.9 0.0 0.0 78.1 2.300 2.300 12.7 0.0 0.0 UKOOA

1347 0.0 5.5 -0.0 0.0 59.5 1.000 1.000 3.7 0.0 0.0 UKOOA 1348 0.0 1.6 0.0 0.0 55.6 1.000 1.000 1.0 0.0 0.0 UKOOA

1348 0.0 1.6 -0.0 0.0 55.4 1.000 1.000 1.0 0.0 0.0 UKOOA 1349 0.0 7.7 0.0 0.0 61.5 1.000 1.000 5.1 0.0 0.0 UKOOA


385

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1349 0.0 7.7 -0.0 0.0 61.3 1.000 1.000 5.1 0.0 0.0 UKOOA 1359 0.0 30.7 0.0 0.0 84.3 1.000 1.000 20.6 0.0 0.0 UKOOA

1359 0.0 30.7 -0.0 0.0 84.2 1.000 1.000 20.6 0.0 0.0 UKOOA 1361 0.0 48.4 0.0 0.0 101.9 1.000 1.000 32.4 0.0 0.0 UKOOA

1361 0.0 48.4 -0.0 0.0 101.8 1.000 1.000 32.4 0.0 0.0 UKOOA 1362 0.0 1.0 0.0 0.0 54.3 1.000 1.000 0.6 0.0 0.0 UKOOA

1362 0.0 2.0 -0.0 3.9 55.3 2.129 2.440 1.4 0.0 0.0 UKOOA 1363 0.0 92.8 0.0 177.8 152.9 2.129 2.440 62.2 0.0 0.0 UKOOA

1363 0.0 92.8 -0.0 177.8 152.9 2.129 2.440 62.2 0.0 0.0 UKOOA 1350 0.0 31.7 0.0 60.8 87.2 2.129 2.440 21.3 0.0 0.0 UKOOA

1350 0.0 14.9 -0.0 0.0 70.6 1.000 1.000 10.0 0.0 0.0 UKOOA 1364 0.0 38.4 0.0 0.0 94.1 1.000 1.000 25.7 0.0 0.0 UKOOA

1364 0.0 38.4 -0.0 0.0 94.3 1.000 1.000 25.7 0.0 0.0 UKOOA 1365 0.0 27.0 0.0 0.0 82.9 1.000 1.000 18.1 0.0 0.0 UKOOA

1365 0.0 27.0 -0.0 0.0 83.0 1.000 1.000 18.1 0.0 0.0 UKOOA 1366 0.0 7.6 0.0 0.0 63.7 1.000 1.000 5.1 0.0 0.0 UKOOA

1366 0.0 7.6 -0.0 0.0 63.9 1.000 1.000 5.1 0.0 0.0 UKOOA 1367 0.0 4.6 0.0 0.0 60.9 1.000 1.000 3.1 0.0 0.0 UKOOA

1367 0.0 4.6 -0.0 0.0 61.2 1.000 1.000 3.1 0.0 0.0 UKOOA 1360 0.0 84.8 0.0 0.0 141.4 2.300 2.300 56.8 0.0 0.0 UKOOA

1360 0.0 4.8 0.0 0.0 81.3 1.000 1.000 3.2 0.0 0.0 UKOOA


386

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1370 0.0 1.7 -0.0 0.0 78.3 1.000 1.000 1.2 0.0 0.0 UKOOA

1370 0.0 1.7 0.0 0.0 78.6 1.000 1.000 1.2 0.0 0.0 UKOOA 1371 0.0 0.6 -0.0 0.0 77.4 1.000 1.000 0.4 0.0 0.0 UKOOA

1371 0.0 0.6 0.0 0.0 77.2 1.000 1.000 0.4 0.0 0.0 UKOOA 1372 0.0 1.3 -0.0 0.0 77.9 1.000 1.000 0.9 0.0 0.0 UKOOA

1372 0.0 1.3 0.0 0.0 77.5 1.000 1.000 0.9 0.0 0.0 UKOOA 1373 0.0 10.6 -0.0 0.0 86.8 1.000 1.000 7.1 0.0 0.0 UKOOA

1373 0.0 10.6 0.0 0.0 86.7 1.000 1.000 7.1 0.0 0.0 UKOOA 1374 0.0 27.5 -0.0 0.0 103.7 1.000 1.000 18.4 0.0 0.0 UKOOA

1374 0.0 27.5 0.0 0.0 103.6 1.000 1.000 18.4 0.0 0.0 UKOOA 1379 0.0 36.7 -0.0 0.0 112.8 1.000 1.000 24.6 0.0 0.0 UKOOA

1379 0.0 36.7 0.0 0.0 112.7 1.000 1.000 24.6 0.0 0.0 UKOOA 1381 0.0 17.6 -0.0 0.0 93.6 1.000 1.000 11.8 0.0 0.0 UKOOA

1381 0.0 45.2 0.0 84.5 121.1 2.564 2.938 30.3 0.0 0.0 UKOOA 1382 0.0 103.8 0.0 193.9 183.3 2.564 2.938 69.5 0.0 0.0 UKOOA

1382 0.0 103.8 -0.0 193.9 183.3 2.564 2.938 69.5 0.0 0.0 UKOOA 1375 0.0 36.9 0.0 69.0 112.3 2.564 2.938 24.7 0.0 0.0 UKOOA

1375 0.0 14.4 -0.0 0.0 89.8 1.000 1.000 9.7 0.0 0.0 UKOOA 1377 0.0 40.4 0.0 0.0 115.8 1.000 1.000 27.0 0.0 0.0 UKOOA

1377 0.0 40.4 -0.0 0.0 115.8 1.000 1.000 27.0 0.0 0.0 UKOOA 1378 0.0 22.8 0.0 0.0 98.3 1.000 1.000 15.3 0.0 0.0 UKOOA


387

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1378 0.0 22.8 -0.0 0.0 98.3 1.000 1.000 15.3 0.0 0.0 UKOOA 1383 0.0 27.7 0.0 0.0 103.2 1.000 1.000 18.5 0.0 0.0 UKOOA

1383 0.0 27.7 -0.0 0.0 103.2 1.000 1.000 18.5 0.0 0.0 UKOOA 1384 0.0 48.9 0.0 0.0 124.5 1.000 1.000 32.8 0.0 0.0 UKOOA

1384 0.0 48.9 -0.0 0.0 124.5 1.000 1.000 32.8 0.0 0.0 UKOOA 1385 0.0 8.1 0.0 0.0 83.7 1.000 1.000 5.4 0.0 0.0 UKOOA

1385 0.0 20.6 -0.0 38.6 96.3 2.564 2.938 13.8 0.0 0.0 UKOOA 1386 0.0 105.9 0.0 197.9 186.8 2.564 2.938 70.9 0.0 0.0 UKOOA

1386 0.0 105.9 -0.0 197.9 186.9 2.564 2.938 70.9 0.0 0.0 UKOOA 1376 0.0 63.6 0.0 118.9 142.0 2.564 2.938 42.6 0.0 0.0 UKOOA

1376 0.0 24.8 -0.0 0.0 103.3 1.000 1.000 16.6 0.0 0.0 UKOOA 1387 0.0 29.2 0.0 0.0 107.6 1.000 1.000 19.5 0.0 0.0 UKOOA

1387 0.0 29.2 -0.0 0.0 107.8 1.000 1.000 19.5 0.0 0.0 UKOOA 1388 0.0 24.1 0.0 0.0 102.7 1.000 1.000 16.1 0.0 0.0 UKOOA

1388 0.0 24.1 -0.0 0.0 102.8 1.000 1.000 16.1 0.0 0.0 UKOOA 1389 0.0 9.9 0.0 0.0 88.7 1.000 1.000 6.6 0.0 0.0 UKOOA

1389 0.0 9.9 -0.0 0.0 88.9 1.000 1.000 6.6 0.0 0.0 UKOOA 1391 0.0 1.0 0.0 0.0 79.9 1.000 1.000 0.6 0.0 0.0 UKOOA

1391 0.0 1.0 -0.0 0.0 80.9 1.000 1.000 0.6 0.0 0.0 UKOOA 1392 0.0 0.2 0.0 0.0 80.1 1.000 1.000 0.1 0.0 0.0 UKOOA


388

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1392 0.0 0.2 -0.0 0.0 82.0 1.000 1.000 0.1 0.0 0.0 UKOOA 1393 0.0 0.0 0.0 0.0 81.9 1.000 1.000 0.0 0.0 0.0 UKOOA

1393 0.0 0.0 -0.0 0.0 83.8 1.000 1.000 0.0 0.0 0.0 UKOOA 1394 0.0 0.0 0.0 0.0 83.8 1.000 1.000 0.0 0.0 0.0 UKOOA

1394 0.0 0.0 -0.0 0.0 85.6 1.000 1.000 0.0 0.0 0.0 UKOOA 1395 0.0 0.0 0.0 0.0 85.6 1.000 1.000 0.0 0.0 0.0 UKOOA

1395 0.0 0.0 -0.0 0.0 86.1 1.000 1.000 0.0 0.0 0.0 UKOOA 1396 0.0 0.2 0.0 0.0 86.2 1.000 1.000 0.1 0.0 0.0 UKOOA

1396 0.0 0.2 -0.0 0.0 85.6 1.000 1.000 0.1 0.0 0.0 UKOOA 1397 0.0 0.8 0.0 0.0 86.2 1.000 1.000 0.5 0.0 0.0 UKOOA

1397 0.0 0.8 -0.0 0.0 84.4 1.000 1.000 0.5 0.0 0.0 UKOOA 1380 0.0 6.6 0.0 0.0 90.2 2.300 2.300 4.4 0.0 0.0 UKOOA

1380 0.0 12.6 -0.0 0.0 81.2 1.000 1.000 8.4 0.0 0.0 UKOOA 1398 0.0 5.2 0.0 0.0 73.8 1.000 1.000 3.5 0.0 0.0 UKOOA

1398 0.0 5.2 -0.0 0.0 72.6 1.000 1.000 3.5 0.0 0.0 UKOOA 1399 0.0 0.7 0.0 0.0 68.1 1.000 1.000 0.4 0.0 0.0 UKOOA

1399 0.0 0.7 -0.0 0.0 67.9 1.000 1.000 0.4 0.0 0.0 UKOOA 1401 0.0 0.2 0.0 0.0 67.4 1.000 1.000 0.1 0.0 0.0 UKOOA

1401 0.0 0.2 -0.0 0.0 67.2 1.000 1.000 0.1 0.0 0.0 UKOOA 1402 0.0 0.2 0.0 0.0 67.2 1.000 1.000 0.1 0.0 0.0 UKOOA

1402 0.0 0.2 -0.0 0.0 67.0 1.000 1.000 0.1 0.0 0.0 UKOOA


389

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1403 0.0 0.2 0.0 0.0 66.9 1.000 1.000 0.1 0.0 0.0 UKOOA

1403 0.0 0.2 -0.0 0.0 66.9 1.000 1.000 0.1 0.0 0.0 UKOOA 1390 0.0 0.2 0.0 0.0 67.0 2.300 2.300 0.1 0.0 0.0 UKOOA

1390 0.0 0.1 -0.0 0.0 66.8 1.000 1.000 0.1 0.0 0.0 UKOOA 1400 0.0 0.1 0.0 0.0 66.8 1.000 1.000 0.1 0.0 0.0 UKOOA

1420 0.0 0.1 -0.0 0.0 66.8 1.000 1.000 0.1 0.0 0.0 UKOOA 1430 0.0 0.1 0.0 0.0 66.8 1.000 1.000 0.1 0.0 0.0 UKOOA

1430 0.0 0.1 -0.0 0.0 66.6 1.000 1.000 0.1 0.0 0.0 UKOOA 1431 0.0 12.7 0.0 0.0 79.3 1.000 1.000 8.5 0.0 0.0 UKOOA

1431 0.0 12.7 -0.0 0.0 78.8 1.000 1.000 8.5 0.0 0.0 UKOOA 1432 0.0 32.7 0.0 0.0 98.8 1.000 1.000 21.9 0.0 0.0 UKOOA

1432 0.0 32.7 -0.0 0.0 98.3 1.000 1.000 21.9 0.0 0.0 UKOOA 1433 0.0 40.0 0.0 0.0 105.7 1.000 1.000 26.8 0.0 0.0 UKOOA

1433 0.0 85.2 -0.0 163.3 150.6 2.129 2.440 57.1 0.0 0.0 UKOOA 1434 0.0 104.5 0.0 200.3 171.4 2.129 2.440 70.0 0.0 0.0 UKOOA

1434 0.0 104.5 -0.0 200.3 171.3 2.129 2.440 70.0 0.0 0.0 UKOOA 1440 0.0 47.2 0.0 90.5 102.5 2.129 2.440 31.6 0.0 0.0 UKOOA

1440 0.0 22.2 -0.0 0.0 77.5 1.000 1.000 14.9 0.0 0.0 UKOOA 1441 0.0 70.6 0.0 0.0 125.9 1.000 1.000 47.3 0.0 0.0 UKOOA

1441 0.0 70.6 -0.0 0.0 126.0 1.000 1.000 47.3 0.0 0.0 UKOOA 1442 0.0 41.1 0.0 0.0 96.5 1.000 1.000 27.5 0.0 0.0 UKOOA


390

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1442 0.0 41.1 -0.0 0.0 96.5 1.000 1.000 27.5 0.0 0.0 UKOOA 1443 0.0 11.7 0.0 0.0 67.2 1.000 1.000 7.9 0.0 0.0 UKOOA

1443 0.0 11.7 -0.0 0.0 67.2 1.000 1.000 7.9 0.0 0.0 UKOOA 1444 0.0 3.0 0.0 0.0 58.5 1.000 1.000 2.0 0.0 0.0 UKOOA

1444 0.0 3.0 -0.0 0.0 58.5 1.000 1.000 2.0 0.0 0.0 UKOOA 1445 0.0 3.1 0.0 0.0 58.7 1.000 1.000 2.1 0.0 0.0 UKOOA

1445 0.0 3.1 -0.0 0.0 58.6 1.000 1.000 2.1 0.0 0.0 UKOOA 1446 0.0 10.2 0.0 0.0 65.7 1.000 1.000 6.8 0.0 0.0 UKOOA

1446 0.0 10.2 -0.0 0.0 65.6 1.000 1.000 6.8 0.0 0.0 UKOOA 1447 0.0 39.4 0.0 0.0 94.8 1.000 1.000 26.4 0.0 0.0 UKOOA

1447 0.0 39.4 -0.0 0.0 94.8 1.000 1.000 26.4 0.0 0.0 UKOOA 1448 0.0 72.6 0.0 0.0 128.0 1.000 1.000 48.7 0.0 0.0 UKOOA

1448 0.0 72.6 -0.0 0.0 127.9 1.000 1.000 48.7 0.0 0.0 UKOOA 1449 0.0 37.2 0.0 0.0 92.5 1.000 1.000 24.9 0.0 0.0 UKOOA

1449 0.0 95.4 -0.0 178.2 150.6 2.564 2.938 63.9 0.0 0.0 UKOOA 1451 0.0 51.7 0.0 96.7 116.2 2.564 2.938 34.7 0.0 0.0 UKOOA

1451 0.0 51.7 -0.0 96.7 116.3 2.564 2.938 34.7 0.0 0.0 UKOOA 1450 0.0 40.5 0.0 75.6 104.3 2.564 2.938 27.1 0.0 0.0 UKOOA

1450 0.0 15.8 -0.0 0.0 79.9 1.000 1.000 10.6 0.0 0.0 UKOOA 1452 0.0 35.1 0.0 0.0 99.2 1.000 1.000 23.5 0.0 0.0 UKOOA


391

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1452 0.0 35.1 -0.0 0.0 99.5 1.000 1.000 23.5 0.0 0.0 UKOOA 1453 0.0 26.1 0.0 0.0 90.5 1.000 1.000 17.5 0.0 0.0 UKOOA

1453 0.0 26.1 -0.0 0.0 90.9 1.000 1.000 17.5 0.0 0.0 UKOOA 1454 0.0 10.0 0.0 0.0 74.8 1.000 1.000 6.7 0.0 0.0 UKOOA

1454 0.0 10.0 -0.0 0.0 75.2 1.000 1.000 6.7 0.0 0.0 UKOOA 1455 0.0 1.2 0.0 0.0 66.3 1.000 1.000 0.8 0.0 0.0 UKOOA

1455 0.0 1.2 -0.0 0.0 68.3 1.000 1.000 0.8 0.0 0.0 UKOOA 1456 0.0 0.3 0.0 0.0 67.4 1.000 1.000 0.2 0.0 0.0 UKOOA

1456 0.0 0.3 -0.0 0.0 70.4 1.000 1.000 0.2 0.0 0.0 UKOOA 1457 0.0 0.3 0.0 0.0 70.4 1.000 1.000 0.2 0.0 0.0 UKOOA

1457 0.0 0.3 -0.0 0.0 72.1 1.000 1.000 0.2 0.0 0.0 UKOOA 538 0.0 0.0 0.0 0.0 71.8 1.000 1.000 0.0 0.0 0.0 UKOOA

538 0.0 0.0 -0.0 0.0 71.8 1.000 1.000 0.0 0.0 0.0 UKOOA 490 0.0 0.3 0.0 0.0 72.1 1.000 1.000 0.2 0.0 0.0 UKOOA

145 0.0 1.4 -0.0 0.0 8.4 1.000 1.000 0.9 0.0 0.0 UKOOA 166 0.0 10.8 0.0 0.0 17.8 1.000 1.000 7.2 0.0 0.0 UKOOA

166 0.0 10.8 -0.0 0.0 17.8 1.000 1.000 7.2 0.0 0.0 UKOOA 167 0.0 21.3 0.0 0.0 28.3 1.000 1.000 14.3 0.0 0.0 UKOOA

167 0.0 45.4 -0.0 86.9 52.3 2.129 2.440 30.4 0.0 0.0 UKOOA 168 0.0 12.1 -0.0 23.1 16.5 2.129 2.440 8.1 0.0 0.0 UKOOA

168 0.0 12.1 0.0 23.1 16.4 2.129 2.440 8.1 0.0 0.0 UKOOA


392

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

2145 0.0 42.6 0.0 81.6 42.8 2.129 2.440 28.5 0.0 0.0 UKOOA

2145 0.0 20.0 -0.0 0.0 20.1 1.000 1.000 13.4 0.0 0.0 UKOOA 2154 0.0 12.4 0.0 0.0 12.5 1.000 1.000 8.3 0.0 0.0 UKOOA

2154 0.0 12.4 -0.0 0.0 12.5 1.000 1.000 8.3 0.0 0.0 UKOOA 2155 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA

210 0.0 34.7 0.0 0.0 58.7 1.000 1.000 23.3 0.0 0.0 UKOOA 214 0.0 10.5 0.0 0.0 34.5 1.000 1.000 7.0 0.0 0.0 UKOOA

214 0.0 10.5 -0.0 0.0 34.5 1.000 1.000 7.0 0.0 0.0 UKOOA 215 0.0 13.9 0.0 0.0 38.0 1.000 1.000 9.3 0.0 0.0 UKOOA

215 0.0 13.9 0.0 0.0 38.0 1.000 1.000 9.3 0.0 0.0 UKOOA 216 0.0 7.1 -0.0 0.0 31.1 1.000 1.000 4.7 0.0 0.0 UKOOA

216 0.0 7.1 0.0 0.0 31.1 1.000 1.000 4.7 0.0 0.0 UKOOA 217 0.0 0.4 0.0 0.0 24.4 1.000 1.000 0.3 0.0 0.0 UKOOA

217 0.0 0.4 0.0 0.0 24.0 1.000 1.000 0.3 0.0 0.0 UKOOA 218 0.0 0.1 0.0 0.0 23.7 1.000 1.000 0.1 0.0 0.0 UKOOA

218 0.0 0.1 0.0 0.0 19.5 1.000 1.000 0.1 0.0 0.0 UKOOA 221 0.0 0.0 0.0 0.0 19.4 1.000 1.000 0.0 0.0 0.0 UKOOA

221 0.0 0.0 0.0 0.0 11.0 1.000 1.000 0.0 0.0 0.0 UKOOA 222 0.0 0.0 0.0 0.0 11.0 1.000 1.000 0.0 0.0 0.0 UKOOA

222 0.0 0.0 0.0 0.0 4.3 1.000 1.000 0.0 0.0 0.0 UKOOA 223 0.0 0.0 0.0 0.0 4.3 1.000 1.000 0.0 0.0 0.0 UKOOA


393

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

223 0.0 0.0 0.0 0.0 2.9 1.000 1.000 0.0 0.0 0.0 UKOOA 224 0.0 0.0 -0.0 0.0 2.9 1.000 1.000 0.0 0.0 0.0 UKOOA

224 0.0 0.0 0.0 0.0 1.8 1.000 1.000 0.0 0.0 0.0 UKOOA 225 0.0 0.0 0.0 0.0 1.8 1.000 1.000 0.0 0.0 0.0 UKOOA

225 0.0 0.0 0.0 0.0 0.6 1.000 1.000 0.0 0.0 0.0 UKOOA 2209 0.0 0.0 0.0 0.0 0.6 1.000 1.000 0.0 0.0 0.0 UKOOA

2209 0.0 0.0 0.0 0.0 0.6 1.000 1.000 0.0 0.0 0.0 UKOOA 2210 0.0 0.0 -0.0 0.0 0.6 1.000 1.000 0.0 0.0 0.0 UKOOA

270 0.0 5.3 0.0 0.0 5.4 1.000 1.000 3.5 0.0 0.0 UKOOA 301 0.0 7.9 0.0 0.0 8.0 1.000 1.000 5.3 0.0 0.0 UKOOA

301 0.0 7.9 0.0 0.0 8.0 1.000 1.000 5.3 0.0 0.0 UKOOA 302 0.0 4.2 0.0 0.0 4.4 1.000 1.000 2.8 0.0 0.0 UKOOA

302 0.0 4.2 0.0 0.0 4.3 1.000 1.000 2.8 0.0 0.0 UKOOA 3269 0.0 2.1 -0.0 0.0 2.2 1.000 1.000 1.4 0.0 0.0 UKOOA

3269 0.0 2.1 -0.0 0.0 2.2 1.000 1.000 1.4 0.0 0.0 UKOOA 3270 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA

350 0.0 0.4 -0.0 0.0 7.4 1.000 1.000 0.3 0.0 0.0 UKOOA 419 0.0 8.5 0.0 0.0 15.4 1.000 1.000 5.7 0.0 0.0 UKOOA

419 0.0 8.5 -0.0 0.0 15.4 1.000 1.000 5.7 0.0 0.0 UKOOA 421 0.0 20.8 0.0 0.0 27.7 1.000 1.000 13.9 0.0 0.0 UKOOA


394

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

421 0.0 44.3 -0.0 84.9 51.2 2.129 2.440 29.7 0.0 0.0 UKOOA 422 0.0 11.7 -0.0 22.4 16.1 2.129 2.440 7.8 0.0 0.0 UKOOA

422 0.0 11.7 0.0 22.4 16.0 2.129 2.440 7.8 0.0 0.0 UKOOA 3350 0.0 42.9 -0.0 82.1 43.1 2.129 2.440 28.7 0.0 0.0 UKOOA

3350 0.0 20.1 0.0 0.0 20.3 1.000 1.000 13.5 0.0 0.0 UKOOA 3359 0.0 12.5 -0.0 0.0 12.6 1.000 1.000 8.4 0.0 0.0 UKOOA

3359 0.0 12.5 -0.0 0.0 12.6 1.000 1.000 8.4 0.0 0.0 UKOOA 3360 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA

370 0.0 0.3 0.0 0.0 7.3 1.000 1.000 0.2 0.0 0.0 UKOOA 423 0.0 9.2 -0.0 0.0 16.2 1.000 1.000 6.1 0.0 0.0 UKOOA

423 0.0 9.2 0.0 0.0 16.1 1.000 1.000 6.1 0.0 0.0 UKOOA 424 0.0 21.2 -0.0 0.0 28.2 1.000 1.000 14.2 0.0 0.0 UKOOA

424 0.0 45.1 0.0 86.4 52.0 2.129 2.440 30.2 0.0 0.0 UKOOA 425 0.0 12.0 0.0 22.9 16.4 2.129 2.440 8.0 0.0 0.0 UKOOA

425 0.0 12.0 -0.0 22.9 16.3 2.129 2.440 8.0 0.0 0.0 UKOOA 4370 0.0 42.8 -0.0 82.0 43.0 2.129 2.440 28.7 0.0 0.0 UKOOA

4370 0.0 20.1 0.0 0.0 20.2 1.000 1.000 13.5 0.0 0.0 UKOOA 4379 0.0 12.5 0.0 0.0 12.6 1.000 1.000 8.4 0.0 0.0 UKOOA

4379 0.0 12.5 -0.0 0.0 12.6 1.000 1.000 8.4 0.0 0.0 UKOOA 4380 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA

580 0.0 0.4 -0.0 0.0 1.1 1.000 1.000 0.2 0.0 0.0 UKOOA


395

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

581 0.0 0.6 0.0 0.0 1.4 1.000 1.000 0.4 0.0 0.0 UKOOA

581 0.0 0.6 0.0 0.0 1.3 1.000 1.000 0.4 0.0 0.0 UKOOA 582 0.0 0.5 0.0 0.0 1.2 1.000 1.000 0.3 0.0 0.0 UKOOA

582 0.0 0.5 0.0 0.0 1.1 1.000 1.000 0.3 0.0 0.0 UKOOA 583 0.0 0.2 0.0 0.0 0.8 1.000 1.000 0.1 0.0 0.0 UKOOA

583 0.0 0.2 0.0 0.0 0.7 1.000 1.000 0.1 0.0 0.0 UKOOA 584 0.0 0.1 0.0 0.0 0.7 1.000 1.000 0.1 0.0 0.0 UKOOA

584 0.0 0.1 0.0 0.0 0.6 1.000 1.000 0.1 0.0 0.0 UKOOA 585 0.0 0.0 0.0 0.0 0.5 1.000 1.000 0.0 0.0 0.0 UKOOA

585 0.0 0.0 0.0 0.0 0.3 1.000 1.000 0.0 0.0 0.0 UKOOA 586 0.0 0.0 -0.0 0.0 0.3 1.000 1.000 0.0 0.0 0.0 UKOOA

586 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA 4579 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA

4579 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA 4580 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA

590 0.0 0.8 0.0 0.0 7.7 1.000 1.000 0.5 0.0 0.0 UKOOA 597 0.0 8.9 -0.0 0.0 15.8 1.000 1.000 6.0 0.0 0.0 UKOOA

597 0.0 8.9 0.0 0.0 15.8 1.000 1.000 6.0 0.0 0.0 UKOOA 598 0.0 20.8 -0.0 0.0 27.7 1.000 1.000 13.9 0.0 0.0 UKOOA

598 0.0 44.3 0.0 84.9 51.1 2.129 2.440 29.7 0.0 0.0 UKOOA 601 0.0 11.7 0.0 22.5 16.1 2.129 2.440 7.9 0.0 0.0 UKOOA


396

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

601 0.0 11.7 -0.0 22.5 16.0 2.129 2.440 7.9 0.0 0.0 UKOOA 5590 0.0 42.5 -0.0 81.3 42.7 2.129 2.440 28.4 0.0 0.0 UKOOA

5590 0.0 19.9 0.0 0.0 20.1 1.000 1.000 13.4 0.0 0.0 UKOOA 5599 0.0 12.4 0.0 0.0 12.5 1.000 1.000 8.3 0.0 0.0 UKOOA

5599 0.0 12.4 -0.0 0.0 12.5 1.000 1.000 8.3 0.0 0.0 UKOOA 5600 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA

900 0.0 0.1 0.0 0.0 6.8 1.000 1.000 0.0 0.0 0.0 UKOOA 905 0.0 21.2 -0.0 0.0 28.0 1.000 1.000 14.2 0.0 0.0 UKOOA

905 0.0 45.2 0.0 86.7 51.9 2.129 2.440 30.3 0.0 0.0 UKOOA 906 0.0 11.6 0.0 22.2 15.8 2.129 2.440 7.8 0.0 0.0 UKOOA

906 0.0 11.6 -0.0 22.2 15.7 2.129 2.440 7.8 0.0 0.0 UKOOA 6900 0.0 40.1 0.0 76.7 40.3 2.129 2.440 26.8 0.0 0.0 UKOOA

6900 0.0 18.8 0.0 0.0 18.9 1.000 1.000 12.6 0.0 0.0 UKOOA 6909 0.0 11.7 0.0 0.0 11.8 1.000 1.000 7.8 0.0 0.0 UKOOA

6909 0.0 11.7 0.0 0.0 11.8 1.000 1.000 7.8 0.0 0.0 UKOOA 6910 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA

910 0.0 16.4 0.0 0.0 21.7 1.000 1.000 11.0 0.0 0.0 UKOOA 917 0.0 9.5 -0.0 0.0 14.7 1.000 1.000 6.4 0.0 0.0 UKOOA

917 0.0 20.2 0.0 38.7 25.4 2.129 2.440 13.5 0.0 0.0 UKOOA 918 0.0 4.2 0.0 8.0 7.5 2.129 2.440 2.8 0.0 0.0 UKOOA


397

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

918 0.0 4.2 -0.0 8.0 7.4 2.129 2.440 2.8 0.0 0.0 UKOOA 7910 0.0 44.4 0.0 85.1 44.7 2.129 2.440 29.8 0.0 0.0 UKOOA

7910 0.0 20.9 0.0 0.0 21.0 1.000 1.000 14.0 0.0 0.0 UKOOA 7919 0.0 13.0 0.0 0.0 13.1 1.000 1.000 8.7 0.0 0.0 UKOOA

7919 0.0 13.0 0.0 0.0 13.1 1.000 1.000 8.7 0.0 0.0 UKOOA 7920 0.0 0.0 -0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA

930 0.0 3.5 0.0 0.0 4.2 1.000 1.000 2.3 0.0 0.0 UKOOA 946 0.0 8.6 0.0 0.0 9.4 1.000 1.000 5.8 0.0 0.0 UKOOA

946 0.0 8.6 0.0 0.0 9.3 1.000 1.000 5.8 0.0 0.0 UKOOA 947 0.0 6.3 0.0 0.0 7.0 1.000 1.000 4.2 0.0 0.0 UKOOA

947 0.0 6.3 0.0 0.0 6.9 1.000 1.000 4.2 0.0 0.0 UKOOA 948 0.0 2.4 0.0 0.0 3.0 1.000 1.000 1.6 0.0 0.0 UKOOA

948 0.0 2.4 0.0 0.0 2.9 1.000 1.000 1.6 0.0 0.0 UKOOA 949 0.0 1.2 0.0 0.0 1.8 1.000 1.000 0.8 0.0 0.0 UKOOA

949 0.0 1.2 0.0 0.0 1.7 1.000 1.000 0.8 0.0 0.0 UKOOA 952 0.0 0.1 0.0 0.0 0.5 1.000 1.000 0.0 0.0 0.0 UKOOA

952 0.0 0.1 0.0 0.0 0.4 1.000 1.000 0.0 0.0 0.0 UKOOA 953 0.0 0.2 0.0 0.0 0.5 1.000 1.000 0.1 0.0 0.0 UKOOA

953 0.0 0.2 -0.0 0.0 0.3 1.000 1.000 0.1 0.0 0.0 UKOOA 8929 0.0 0.1 0.0 0.0 0.2 1.000 1.000 0.1 0.0 0.0 UKOOA

8929 0.0 0.1 0.0 0.0 0.2 1.000 1.000 0.1 0.0 0.0 UKOOA


398

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

8930 0.0 0.0 -0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA

950 0.0 10.3 -0.0 0.0 16.3 1.000 1.000 6.9 0.0 0.0 UKOOA 954 0.0 4.1 0.0 0.0 10.1 1.000 1.000 2.8 0.0 0.0 UKOOA

954 0.0 4.1 -0.0 0.0 10.0 1.000 1.000 2.8 0.0 0.0 UKOOA 955 0.0 13.6 0.0 0.0 19.5 1.000 1.000 9.1 0.0 0.0 UKOOA

955 0.0 28.9 -0.0 55.4 34.8 2.129 2.440 19.4 0.0 0.0 UKOOA 956 0.0 5.3 -0.0 10.1 9.4 2.129 2.440 3.5 0.0 0.0 UKOOA

956 0.0 5.3 0.0 10.1 9.3 2.129 2.440 3.5 0.0 0.0 UKOOA 9950 0.0 44.8 -0.0 85.8 45.0 2.129 2.440 30.0 0.0 0.0 UKOOA

9950 0.0 21.0 -0.0 0.0 21.2 1.000 1.000 14.1 0.0 0.0 UKOOA 9959 0.0 13.1 0.0 0.0 13.2 1.000 1.000 8.8 0.0 0.0 UKOOA

9959 0.0 13.1 0.0 0.0 13.2 1.000 1.000 8.8 0.0 0.0 UKOOA 9960 0.0 0.0 -0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA

960 0.0 0.1 0.0 0.0 0.8 1.000 1.000 0.0 0.0 0.0 UKOOA 968 0.0 0.9 -0.0 0.0 1.6 1.000 1.000 0.6 0.0 0.0 UKOOA

968 0.0 0.9 -0.0 0.0 1.6 1.000 1.000 0.6 0.0 0.0 UKOOA 971 0.0 0.6 0.0 0.0 1.3 1.000 1.000 0.4 0.0 0.0 UKOOA

971 0.0 0.6 0.0 0.0 1.2 1.000 1.000 0.4 0.0 0.0 UKOOA 972 0.0 0.2 -0.0 0.0 0.8 1.000 1.000 0.1 0.0 0.0 UKOOA

972 0.0 0.2 0.0 0.0 0.7 1.000 1.000 0.1 0.0 0.0 UKOOA 973 0.0 0.1 -0.0 0.0 0.6 1.000 1.000 0.1 0.0 0.0 UKOOA


399

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

973 0.0 0.1 0.0 0.0 0.6 1.000 1.000 0.1 0.0 0.0 UKOOA 974 0.0 0.0 0.0 0.0 0.5 1.000 1.000 0.0 0.0 0.0 UKOOA

974 0.0 0.0 0.0 0.0 0.3 1.000 1.000 0.0 0.0 0.0 UKOOA 975 0.0 0.0 0.0 0.0 0.3 1.000 1.000 0.0 0.0 0.0 UKOOA

975 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA

10959 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA

10959 0.0 0.0 -0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA 10960 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA

1250 0.0 4.8 -0.0 0.0 11.4 1.000 1.000 3.2 0.0 0.0 UKOOA 1251 0.0 7.0 0.0 0.0 13.7 1.000 1.000 4.7 0.0 0.0 UKOOA

1251 0.0 7.0 -0.0 0.0 13.6 1.000 1.000 4.7 0.0 0.0 UKOOA 1252 0.0 19.1 0.0 0.0 25.7 1.000 1.000 12.8 0.0 0.0 UKOOA

1252 0.0 40.7 -0.0 77.9 47.2 2.129 2.440 27.2 0.0 0.0 UKOOA 1253 0.0 10.2 0.0 19.6 14.5 2.129 2.440 6.9 0.0 0.0 UKOOA

1253 0.0 10.2 -0.0 19.6 14.4 2.129 2.440 6.9 0.0 0.0 UKOOA 11250 0.0 42.1 0.0 80.7 42.4 2.129 2.440 28.2 0.0 0.0 UKOOA

11250 0.0 19.8 -0.0 0.0 19.9 1.000 1.000 13.3 0.0 0.0 UKOOA 11259 0.0 12.3 0.0 0.0 12.4 1.000 1.000 8.2 0.0 0.0 UKOOA

11259 0.0 12.3 0.0 0.0 12.4 1.000 1.000 8.2 0.0 0.0 UKOOA 11260 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA


400

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1260 0.0 0.3 0.0 0.0 1.9 1.000 1.000 0.2 0.0 0.0 UKOOA 1265 0.0 1.9 0.0 0.0 3.5 1.000 1.000 1.3 0.0 0.0 UKOOA

1265 0.0 1.9 0.0 0.0 3.4 1.000 1.000 1.3 0.0 0.0 UKOOA 1266 0.0 1.3 0.0 0.0 2.8 1.000 1.000 0.9 0.0 0.0 UKOOA

1266 0.0 1.3 -0.0 0.0 2.7 1.000 1.000 0.9 0.0 0.0 UKOOA 1267 0.0 0.4 0.0 0.0 1.9 1.000 1.000 0.3 0.0 0.0 UKOOA

1267 0.0 0.4 0.0 0.0 1.7 1.000 1.000 0.3 0.0 0.0 UKOOA 1268 0.0 0.1 0.0 0.0 1.4 1.000 1.000 0.1 0.0 0.0 UKOOA

1268 0.0 0.1 0.0 0.0 1.1 1.000 1.000 0.1 0.0 0.0 UKOOA 1269 0.0 0.0 0.0 0.0 1.1 1.000 1.000 0.0 0.0 0.0 UKOOA

1269 0.0 0.0 0.0 0.0 0.8 1.000 1.000 0.0 0.0 0.0 UKOOA 1271 0.0 0.0 0.0 0.0 0.7 1.000 1.000 0.0 0.0 0.0 UKOOA

1271 0.0 0.0 0.0 0.0 0.5 1.000 1.000 0.0 0.0 0.0 UKOOA 1272 0.0 0.0 0.0 0.0 0.5 1.000 1.000 0.0 0.0 0.0 UKOOA

1272 0.0 0.0 0.0 0.0 0.2 1.000 1.000 0.0 0.0 0.0 UKOOA 12259 0.0 0.0 0.0 0.0 0.2 1.000 1.000 0.0 0.0 0.0 UKOOA

12259 0.0 0.0 0.0 0.0 0.2 1.000 1.000 0.0 0.0 0.0 UKOOA 12260 0.0 0.0 0.0 0.0 0.2 1.000 1.000 0.0 0.0 0.0 UKOOA

1270 0.0 2.3 -0.0 0.0 9.7 1.000 1.000 1.5 0.0 0.0 UKOOA 1273 0.0 25.8 0.0 0.0 33.2 1.000 1.000 17.3 0.0 0.0 UKOOA

1273 0.0 55.0 -0.0 105.4 62.3 2.129 2.440 36.9 0.0 0.0 UKOOA


401

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1274 0.0 17.3 0.0 33.2 21.8 2.129 2.440 11.6 0.0 0.0 UKOOA

1274 0.0 17.3 -0.0 33.2 21.7 2.129 2.440 11.6 0.0 0.0 UKOOA 13270 0.0 38.3 0.0 73.4 38.5 2.129 2.440 25.7 0.0 0.0 UKOOA

13270 0.0 18.0 0.0 0.0 18.1 1.000 1.000 12.0 0.0 0.0 UKOOA 13279 0.0 11.2 0.0 0.0 11.3 1.000 1.000 7.5 0.0 0.0 UKOOA

13279 0.0 11.2 0.0 0.0 11.3 1.000 1.000 7.5 0.0 0.0 UKOOA 13280 0.0 0.0 -0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA

1310 0.0 5.3 0.0 0.0 11.7 1.000 1.000 3.6 0.0 0.0 UKOOA 1339 0.0 12.4 0.0 0.0 18.8 1.000 1.000 8.3 0.0 0.0 UKOOA

1339 0.0 12.4 0.0 0.0 18.8 1.000 1.000 8.3 0.0 0.0 UKOOA 1368 0.0 9.2 0.0 0.0 15.5 1.000 1.000 6.1 0.0 0.0 UKOOA

1368 0.0 9.2 0.0 0.0 15.5 1.000 1.000 6.1 0.0 0.0 UKOOA 1369 0.0 3.5 0.0 0.0 9.8 1.000 1.000 2.3 0.0 0.0 UKOOA

1369 0.0 3.5 0.0 0.0 9.7 1.000 1.000 2.3 0.0 0.0 UKOOA 1404 0.0 0.5 0.0 0.0 6.6 1.000 1.000 0.3 0.0 0.0 UKOOA

1404 0.0 0.5 0.0 0.0 5.7 1.000 1.000 0.3 0.0 0.0 UKOOA 1405 0.0 0.2 0.0 0.0 5.4 1.000 1.000 0.1 0.0 0.0 UKOOA

1405 0.0 0.2 0.0 0.0 2.4 1.000 1.000 0.1 0.0 0.0 UKOOA 1406 0.0 0.0 -0.0 0.0 2.3 1.000 1.000 0.0 0.0 0.0 UKOOA

1406 0.0 0.0 -0.0 0.0 1.6 1.000 1.000 0.0 0.0 0.0 UKOOA 1407 0.0 0.0 0.0 0.0 1.6 1.000 1.000 0.0 0.0 0.0 UKOOA


402

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1407 0.0 0.0 0.0 0.0 1.0 1.000 1.000 0.0 0.0 0.0 UKOOA 1408 0.0 0.0 -0.0 0.0 1.0 1.000 1.000 0.0 0.0 0.0 UKOOA

1408 0.0 0.0 -0.0 0.0 0.3 1.000 1.000 0.0 0.0 0.0 UKOOA 14309 0.0 0.0 0.0 0.0 0.3 1.000 1.000 0.0 0.0 0.0 UKOOA

14309 0.0 0.0 0.0 0.0 0.3 1.000 1.000 0.0 0.0 0.0 UKOOA 14310 0.0 0.0 -0.0 0.0 0.3 1.000 1.000 0.0 0.0 0.0 UKOOA

1330 0.0 30.5 -0.0 0.0 85.5 1.000 1.000 20.5 0.0 0.0 UKOOA 1409 0.0 18.9 0.0 0.0 73.8 1.000 1.000 12.6 0.0 0.0 UKOOA

1409 0.0 18.9 -0.0 0.0 73.8 1.000 1.000 12.6 0.0 0.0 UKOOA 1411 0.0 18.5 0.0 0.0 73.5 1.000 1.000 12.4 0.0 0.0 UKOOA

1411 0.0 18.5 -0.0 0.0 73.4 1.000 1.000 12.4 0.0 0.0 UKOOA 1412 0.0 8.4 0.0 0.0 63.3 1.000 1.000 5.6 0.0 0.0 UKOOA

1412 0.0 8.4 -0.0 0.0 63.2 1.000 1.000 5.6 0.0 0.0 UKOOA 1413 0.0 0.6 0.0 0.0 55.5 1.000 1.000 0.4 0.0 0.0 UKOOA

1413 0.0 0.6 -0.0 0.0 55.0 1.000 1.000 0.4 0.0 0.0 UKOOA 1414 0.0 0.1 0.0 0.0 54.5 1.000 1.000 0.1 0.0 0.0 UKOOA

1414 0.0 0.1 -0.0 0.0 52.2 1.000 1.000 0.1 0.0 0.0 UKOOA 1415 0.0 0.4 0.0 0.0 52.4 1.000 1.000 0.2 0.0 0.0 UKOOA

1415 0.0 0.4 -0.0 0.0 48.6 1.000 1.000 0.2 0.0 0.0 UKOOA 1416 0.0 1.4 0.0 0.0 49.7 1.000 1.000 0.9 0.0 0.0 UKOOA


403

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1416 0.0 1.4 -0.0 0.0 46.2 1.000 1.000 0.9 0.0 0.0 UKOOA 1417 0.0 2.1 0.0 0.0 46.9 1.000 1.000 1.4 0.0 0.0 UKOOA

1417 0.0 2.1 -0.0 0.0 46.2 1.000 1.000 1.4 0.0 0.0 UKOOA 1418 0.0 14.0 0.0 0.0 58.1 1.000 1.000 9.3 0.0 0.0 UKOOA

1418 0.0 14.0 -0.0 0.0 57.5 1.000 1.000 9.3 0.0 0.0 UKOOA 1419 0.0 53.6 0.0 0.0 97.2 1.000 1.000 35.9 0.0 0.0 UKOOA

1419 0.0 53.6 -0.0 0.0 96.6 1.000 1.000 35.9 0.0 0.0 UKOOA 1421 0.0 103.2 0.0 0.0 146.1 1.000 1.000 69.1 0.0 0.0 UKOOA

1421 0.0 264.6 -0.0 494.4 307.0 2.564 2.938 177.3 0.0 0.0 UKOOA 1422 0.0 24.1 0.0 45.0 51.5 2.564 2.938 16.1 0.0 0.0 UKOOA

1422 0.0 24.1 -0.0 45.0 51.0 2.564 2.938 16.1 0.0 0.0 UKOOA 15320 0.0 289.6 -0.0 541.1 296.9 2.564 2.938 194.0 0.0 0.0 UKOOA

15320 0.0 112.9 0.0 0.0 119.9 1.000 1.000 75.7 0.0 0.0 UKOOA 15321 0.0 100.0 0.0 0.0 106.9 1.000 1.000 67.0 0.0 0.0 UKOOA

15321 0.0 100.0 0.0 0.0 106.4 1.000 1.000 67.0 0.0 0.0 UKOOA 15322 0.0 41.8 -0.0 0.0 48.3 1.000 1.000 28.0 0.0 0.0 UKOOA

15322 0.0 41.8 0.0 0.0 47.7 1.000 1.000 28.0 0.0 0.0 UKOOA 15323 0.0 5.8 0.0 0.0 11.7 1.000 1.000 3.9 0.0 0.0 UKOOA

15323 0.0 5.8 0.0 0.0 11.0 1.000 1.000 3.9 0.0 0.0 UKOOA 15324 0.0 5.1 -0.0 0.0 10.3 1.000 1.000 3.4 0.0 0.0 UKOOA

15324 0.0 5.1 0.0 0.0 9.2 1.000 1.000 3.4 0.0 0.0 UKOOA


404

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

15326 0.0 0.8 0.0 0.0 5.0 1.000 1.000 0.6 0.0 0.0 UKOOA

15326 0.0 0.8 0.0 0.0 3.8 1.000 1.000 0.6 0.0 0.0 UKOOA 15327 0.0 0.1 -0.0 0.0 3.1 1.000 1.000 0.1 0.0 0.0 UKOOA

15327 0.0 0.1 0.0 0.0 2.1 1.000 1.000 0.1 0.0 0.0 UKOOA 15328 0.0 0.1 0.0 0.0 2.2 1.000 1.000 0.1 0.0 0.0 UKOOA

15328 0.0 0.1 0.0 0.0 1.4 1.000 1.000 0.1 0.0 0.0 UKOOA 15329 0.0 0.1 0.0 0.0 1.3 1.000 1.000 0.0 0.0 0.0 UKOOA

15329 0.0 0.1 -0.0 0.0 0.5 1.000 1.000 0.0 0.0 0.0 UKOOA 15331 0.0 0.0 0.0 0.0 0.5 1.000 1.000 0.0 0.0 0.0 UKOOA

15331 0.0 0.0 0.0 0.0 0.5 1.000 1.000 0.0 0.0 0.0 UKOOA 15325 0.0 0.0 0.0 0.0 0.4 1.000 1.000 0.0 0.0 0.0 UKOOA

1360 0.0 41.7 0.0 0.0 43.2 1.000 1.000 27.9 0.0 0.0 UKOOA 1423 0.0 19.7 0.0 0.0 21.2 1.000 1.000 13.2 0.0 0.0 UKOOA

1423 0.0 19.7 0.0 0.0 21.2 1.000 1.000 13.2 0.0 0.0 UKOOA 1424 0.0 21.0 0.0 0.0 22.5 1.000 1.000 14.1 0.0 0.0 UKOOA

1424 0.0 21.0 0.0 0.0 22.4 1.000 1.000 14.1 0.0 0.0 UKOOA 1425 0.0 9.5 0.0 0.0 10.9 1.000 1.000 6.3 0.0 0.0 UKOOA

1425 0.0 9.5 0.0 0.0 10.8 1.000 1.000 6.3 0.0 0.0 UKOOA 1426 0.0 0.7 0.0 0.0 2.0 1.000 1.000 0.5 0.0 0.0 UKOOA

1426 0.0 0.7 -0.0 0.0 1.8 1.000 1.000 0.5 0.0 0.0 UKOOA 1427 0.0 0.7 0.0 0.0 1.8 1.000 1.000 0.5 0.0 0.0 UKOOA


405

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

1427 0.0 0.7 0.0 0.0 1.5 1.000 1.000 0.5 0.0 0.0 UKOOA 1428 0.0 0.3 0.0 0.0 1.0 1.000 1.000 0.2 0.0 0.0 UKOOA

1428 0.0 0.3 0.0 0.0 0.8 1.000 1.000 0.2 0.0 0.0 UKOOA 1429 0.0 0.1 0.0 0.0 0.5 1.000 1.000 0.0 0.0 0.0 UKOOA

1429 0.0 0.1 0.0 0.0 0.2 1.000 1.000 0.0 0.0 0.0 UKOOA 16359 0.0 0.0 0.0 0.0 0.2 1.000 1.000 0.0 0.0 0.0 UKOOA

16359 0.0 0.0 0.0 0.0 0.2 1.000 1.000 0.0 0.0 0.0 UKOOA 16360 0.0 0.0 -0.0 0.0 0.2 1.000 1.000 0.0 0.0 0.0 UKOOA

1347 0.0 13.7 0.0 0.0 14.2 1.000 1.000 9.2 0.0 0.0 UKOOA 1435 0.0 4.2 -0.0 0.0 4.8 1.000 1.000 2.8 0.0 0.0 UKOOA

1435 0.0 4.2 0.0 0.0 4.7 1.000 1.000 2.8 0.0 0.0 UKOOA 1436 0.0 5.5 -0.0 0.0 6.0 1.000 1.000 3.7 0.0 0.0 UKOOA

1436 0.0 5.5 -0.0 0.0 5.9 1.000 1.000 3.7 0.0 0.0 UKOOA 17370 0.0 2.6 0.0 0.0 3.1 1.000 1.000 1.8 0.0 0.0 UKOOA

17370 0.0 2.6 0.0 0.0 3.0 1.000 1.000 1.8 0.0 0.0 UKOOA 17371 0.0 1.1 -0.0 0.0 1.4 1.000 1.000 0.7 0.0 0.0 UKOOA

17371 0.0 1.1 0.0 0.0 1.3 1.000 1.000 0.7 0.0 0.0 UKOOA 17372 0.0 0.2 0.0 0.0 0.4 1.000 1.000 0.1 0.0 0.0 UKOOA

17372 0.0 0.2 -0.0 0.0 0.3 1.000 1.000 0.1 0.0 0.0 UKOOA 17379 0.0 0.1 0.0 0.0 0.2 1.000 1.000 0.1 0.0 0.0 UKOOA


406

NODE Axial

Stress KPa

Bending Stress

KPa

Torsion Stress

KPa

Hoop Stress

KPa

Max Stress

Intensity KPa

SIF In Plane

SIF Out Plane

Code Stress

KPa

Allowable Stress

KPa Ratio %

Piping Code

17379 0.0 0.1 0.0 0.0 0.2 1.000 1.000 0.1 0.0 0.0 UKOOA 17380 0.0 0.0 -0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA

1380 0.0 15.5 -0.0 0.0 20.9 1.000 1.000 10.4 0.0 0.0 UKOOA 1437 0.0 9.8 0.0 0.0 15.3 1.000 1.000 6.6 0.0 0.0 UKOOA

1437 0.0 9.8 -0.0 0.0 15.3 1.000 1.000 6.6 0.0 0.0 UKOOA 1438 0.0 10.2 0.0 0.0 15.7 1.000 1.000 6.8 0.0 0.0 UKOOA

1438 0.0 21.7 -0.0 41.6 27.1 2.129 2.440 14.6 0.0 0.0 UKOOA 1439 0.0 2.3 0.0 4.3 6.2 2.129 2.440 1.5 0.0 0.0 UKOOA

1439 0.0 2.3 -0.0 4.3 6.1 2.129 2.440 1.5 0.0 0.0 UKOOA 18380 0.0 45.6 0.0 87.4 45.9 2.129 2.440 30.6 0.0 0.0 UKOOA

18380 0.0 21.4 0.0 0.0 21.6 1.000 1.000 14.4 0.0 0.0 UKOOA 18389 0.0 13.3 -0.0 0.0 13.5 1.000 1.000 8.9 0.0 0.0 UKOOA

18389 0.0 13.3 0.0 0.0 13.5 1.000 1.000 8.9 0.0 0.0 UKOOA 18390 0.0 0.0 -0.0 0.0 0.1 1.000 1.000 0.0 0.0 0.0 UKOOA

CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases

407

LOAD CASE DEFINITION KEY CASE 1 (HYD) WW+HP CASE 2 (OPE) W+T1+P1 CASE 3 (SUS) W+P1 CASE 4 (EXP) L4=L2-L3

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm.

10

Bi-linear X2; Bi-

linear Z2; Bi-linear Y2

1(HYD) -126 -0 -0 0 0 0 -9.932 -0.000 -0.000 2(OPE) -85 -0 -0 0 0 0 -6.702 -0.000 -0.000 3(SUS) -84 -0 -0 0 0 0 -6.609 -0.000 -0.000 4(EXP) -1 0 -0 0 0 0 -0.093 0.000 -0.000 MAX -126/L1 -0/L1 -0/L1 -9.932/L1 -0.000/L1 -0.000/L1

11

Bi-linear X2; Bi-


1(HYD) -246 0 0 0 0 0 -9.703 0.000 0.000 2(OPE) -166 0 0 0 0 0 -6.547 0.000 0.000 3(SUS) -164 0 0 0 0 0 -6.457 0.000 0.000 4(EXP) -2 0 0 0 0 0 -0.091 -0.000 0.000 MAX -246/L1 0/L1 0/L1 -9.703/L1 0.000/L1 0.000/L1

12

Bi-linear X2; Bi-


1(HYD) -240 0 0 0 0 0 -9.479 0.000 0.000 2(OPE) -162 0 0 0 0 0 -6.396 0.000 0.000 3(SUS) -160 0 0 0 0 0 -6.307 0.000 0.000


408

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) -2 0 0 0 0 0 -0.089 -0.000 0.000 MAX -240/L1 0/L1 0/L1 -9.479/L1 0.000/L1 0.000/L1

13

Bi-linear X2; Bi-



14

Bi-linear X2; Bi-



15

Bi-linear X2; Bi-


1(HYD) -1383 2 -0 0 0 0 -5.798 0.000 -0.000 2(OPE) -932 2 -0 0 0 0 -3.907 0.000 -0.000 3(SUS) -919 2 -0 0 0 0 -3.852 0.000 -0.000 4(EXP) -13 0 -0 0 0 0 -0.055 -0.000 -0.000 MAX -1383/L1 2/L1 -0/L1 -5.798/L1 0.000/L1 -0.000/L1

16 Bi-linear


409

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm.X2; Bi-



17

Bi-linear X2; Bi-


1(HYD) -137 -3 0 0 0 0 -5.405 -0.001 0.000 2(OPE) -92 -3 0 0 0 0 -3.641 -0.001 0.000 3(SUS) -91 -3 0 0 0 0 -3.589 -0.001 0.000 4(EXP) -1 0 0 0 0 0 -0.052 0.000 0.000 MAX -137/L1 -3/L1 0/L1 -5.405/L1 -0.001/L1 0.000/L1

18

Bi-linear X2; Bi-



20

Bi-linear X2; Bi-

linear Z2; Bi-linear

Y2; Rigid


410

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm.GUI


40 Rigid +Y 1(HYD) -87 -289 -0 0 0 0 -4.761 -0.000 -0.000 2(OPE) -86 -288 -0 0 0 0 -3.205 -0.000 -0.000 3(SUS) -86 -288 -0 0 0 0 -3.160 -0.000 -0.000 4(EXP) 0 0 0 0 0 0 -0.045 -0.000 -0.000 MAX -87/L1 -289/L1 -0/L1 -4.761/L1 -0.000/L1 -0.000/L1

60

Rigid GUI; Bi-linear

X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) -56 -17 -0 0 0 0 -4.425 -0.008 -0.000 2(OPE) -38 -16 -0 0 0 0 -2.977 -0.008 -0.000 3(SUS) -37 -16 -0 0 0 0 -2.937 -0.008 -0.000 4(EXP) -1 0 -0 0 0 0 -0.041 -0.000 -0.000 MAX -56/L1 -17/L1 -0/L1 -4.425/L1 -0.008/L1 -0.000/L1

61

Bi-linear X2; Bi-




411


62

Bi-linear X2; Bi-



63

Bi-linear X2; Bi-


1(HYD) -126 1 2 0 0 0 -3.987 0.000 0.000 2(OPE) -85 1 2 0 0 0 -2.682 0.000 0.000 3(SUS) -84 1 2 0 0 0 -2.645 0.000 0.000 4(EXP) -1 0 0 0 0 0 -0.037 0.000 0.000 MAX -126/L1 1/L1 2/L1 -3.987/L1 0.000/L1 0.000/L1

64

Bi-linear X2; Bi-



65 Bi-linear

X2; Bi-linear Z2;


412

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm.Bi-linear Y2


66

Bi-linear X2; Bi-



67

Bi-linear X2; Bi-


1(HYD) -16 -0 -483 0 0 0 -0.515 -0.000 -0.093 2(OPE) -11 -0 -326 0 0 0 -0.343 -0.000 -0.062 3(SUS) -11 -0 -322 0 0 0 -0.337 -0.000 -0.062 4(EXP) -0 -0 -4 0 0 0 -0.005 -0.000 -0.001 MAX -16/L1 -0/L1 -483/L1 -0.515/L1 -0.000/L1 -0.093/L1

68

Bi-linear X2; Bi-


1(HYD) -10 -0 -123 0 0 0 -0.396 -0.000 -0.030 2(OPE) -7 -0 -82 0 0 0 -0.263 -0.000 -0.020 3(SUS) -7 -0 -81 0 0 0 -0.259 -0.000 -0.019


413

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) -0 -0 -1 0 0 0 -0.004 -0.000 -0.000 MAX -10/L1 -0/L1 -123/L1 -0.396/L1 -0.000/L1 -0.030/L1

69

Bi-linear X2; Bi-



70

Bi-linear Z2; Bi-

linear X2; Bi-linear Y2

1(HYD) 1846 0 52 0 0 0 0.514 0.000 2.366 2(OPE) 1257 0 35 0 0 0 0.350 0.000 1.596 3(SUS) 1239 0 34 0 0 0 0.345 0.000 1.575 4(EXP) 18 0 0 0 0 0 0.005 0.000 0.021 MAX 1846/L1 0/L1 52/L1 0.514/L1 0.000/L1 2.366/L1

71

Bi-linear X2; Bi-



72 Bi-linear


414




73

Bi-linear Z2; Bi-


1(HYD) 1240 0 58 0 0 0 0.297 0.000 2.290 2(OPE) 841 0 39 0 0 0 0.201 0.000 1.545 3(SUS) 829 0 39 0 0 0 0.199 0.000 1.524 4(EXP) 12 -0 1 0 0 0 0.003 -0.000 0.020 MAX 1240/L1 0/L1 58/L1 0.297/L1 0.000/L1 2.290/L1

74

Bi-linear Z2; Bi-


1(HYD) 373 -0 56 0 0 0 0.089 -0.000 2.216 2(OPE) 251 -0 38 0 0 0 0.060 -0.000 1.494 3(SUS) 248 -0 37 0 0 0 0.059 -0.000 1.475 4(EXP) 3 -0 1 0 0 0 0.001 -0.000 0.020 MAX 373/L1 -0/L1 56/L1 0.089/L1 -0.000/L1 2.216/L1

75

Bi-linear Z2; Bi-


1(HYD) 1 -0 68 0 0 0 0.000 -0.000 2.142


415

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) -1 -0 46 0 0 0 -0.000 -0.000 1.445 3(SUS) -1 -0 45 0 0 0 -0.000 -0.000 1.426 4(EXP) -0 -0 1 0 0 0 -0.000 -0.000 0.019 MAX -1/L2 -0/L1 68/L1 -0.000/L2 -0.000/L1 2.142/L1

76

Bi-linear Z2; Bi-



77

Bi-linear Z2; Bi-



78

Bi-linear Z2; Bi-




416


80

Bi-linear Z2; Bi-

linear X2; Bi-linear

Y2; Bi-linear X2;

Bi-linear Z2; Bi-

linear Y2; Bi-linear

X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) -0 -14 -4661 0 0 0 -0.000 -0.000 -1.054 2(OPE) 4 -14 -3151 0 0 0 0.000 -0.000 -0.712 3(SUS) -1 -14 -3108 0 0 0 -0.000 -0.000 -0.703 4(EXP) 5 -0 -43 0 0 0 0.000 -0.000 -0.010 MAX 5/L4 -14/L1 -4661/L1 0.000/L4 -0.000/L1 -1.054/L1

81

Bi-linear X2; Bi-


1(HYD) -0 -11 -2538 0 0 0 -0.000 -0.004 -0.787 2(OPE) 0 -11 -1712 0 0 0 0.000 -0.004 -0.531 3(SUS) -0 -11 -1688 0 0 0 -0.000 -0.004 -0.524 4(EXP) 0 0 -23 0 0 0 0.000 -0.000 -0.007 MAX 0/L4 -11/L1 -2538/L1 0.000/L4 -0.004/L1 -0.787/L1

90

Bi-linear X2; Bi-


1(HYD) -0 -12 -767 0 0 0 -0.000 -0.007 -0.476


417

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) 0 -12 -513 0 0 0 0.000 -0.007 -0.318 3(SUS) -0 -12 -506 0 0 0 -0.000 -0.007 -0.314 4(EXP) 0 0 -7 0 0 0 0.000 -0.000 -0.004 MAX 0/L4 -12/L1 -767/L1 0.000/L4 -0.007/L1 -0.476/L1

110 Rigid +Y 1(HYD) 1 -290 -87 0 0 0 0.000 -0.000 -0.014 2(OPE) -6 -288 -78 0 0 0 -0.000 -0.000 -0.000 3(SUS) 3 -288 -77 0 0 0 0.000 -0.000 -0.000 4(EXP) -9 0 -1 0 0 0 -0.000 -0.000 -0.000 MAX -9/L4 -290/L1 -87/L1 0.000/L1 -0.000/L1 -0.014/L1

130

Bi-linear Y2; Rigid GUI; Bi-

linear X2; Bi-linear Z2

1(HYD) 0 -17 176 0 0 0 0.000 -0.008 0.000 2(OPE) -0 -17 137 0 0 0 -0.001 -0.008 0.000 3(SUS) 0 -17 135 0 0 0 0.000 -0.008 0.000 4(EXP) -0 0 2 0 0 0 -0.001 0.000 0.000 MAX -0/L4 -17/L1 176/L1 -0.001/L4 -0.008/L1 0.000/L1

131

Bi-linear X2; Bi-


1(HYD) 0 -16 -20 0 0 0 0.000 -0.004 -0.005 2(OPE) -0 -16 -17 0 0 0 -0.001 -0.004 -0.004 3(SUS) 0 -16 -17 0 0 0 0.000 -0.004 -0.004 4(EXP) -0 0 -0 0 0 0 -0.001 0.000 -0.000 MAX -0/L4 -16/L1 -20/L1 -0.001/L4 -0.004/L1 -0.005/L1

132 Bi-linear


418



1(HYD) 0 -4 -10 0 0 0 0.000 -0.001 -0.002 2(OPE) -0 -4 -9 0 0 0 -0.000 -0.001 -0.002 3(SUS) 0 -4 -9 0 0 0 0.000 -0.001 -0.002 4(EXP) -0 0 -0 0 0 0 -0.001 0.000 -0.000 MAX -0/L4 -4/L1 -10/L1 -0.001/L4 -0.001/L1 -0.002/L1

133

Bi-linear X2; Bi-


1(HYD) 0 3 -38 0 0 0 0.000 0.000 -0.003 2(OPE) -0 3 -26 0 0 0 -0.000 0.000 -0.002 3(SUS) 0 3 -26 0 0 0 0.000 0.000 -0.002 4(EXP) -0 0 -0 0 0 0 -0.001 -0.000 -0.000 MAX -0/L4 3/L1 -38/L1 -0.001/L4 0.000/L1 -0.003/L1

134

Bi-linear X2; Bi-


1(HYD) 0 0 49 0 0 0 0.000 0.000 0.003 2(OPE) -0 0 34 0 0 0 -0.000 0.000 0.002 3(SUS) 0 0 33 0 0 0 0.000 0.000 0.002 4(EXP) -0 0 0 0 0 0 -0.000 0.000 0.000 MAX 0/L1 0/L1 49/L1 0.000/L1 0.000/L1 0.003/L1

140

Bi-linear Z2; Bi-


Y2; Bi-


419

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm.linear X2;

Bi-linear Z2; Bi-

linear Y2 1(HYD) 85 0 13911 0 0 0 0.000 0.000 0.303 2(OPE) 53 0 9401 0 0 0 0.000 0.000 0.205 3(SUS) 56 0 9274 0 0 0 0.000 0.000 0.202 4(EXP) -3 -0 128 0 0 0 -0.000 -0.000 0.003 MAX 85/L1 0/L3 13911/L1 0.000/L1 0.000/L3 0.303/L1

145

Bi-linear X2; Bi-


Y2; Bi-linear Z2; Bi-linear

X2; Bi-linear Y2


146

Bi-linear X2; Bi-


1(HYD) 6 -0 -0 0 0 0 0.004 -0.000 -0.000 2(OPE) 4 -0 -0 0 0 0 0.003 -0.000 -0.000 3(SUS) 4 -0 -0 0 0 0 0.003 -0.000 -0.000 4(EXP) 0 0 -0 0 0 0 0.000 0.000 -0.000 MAX 6/L1 -0/L3 -0/L1 0.004/L1 -0.000/L3 -0.000/L1


420


147

Bi-linear X2; Bi-


1(HYD) -16 0 -0 0 0 0 -0.011 0.000 -0.000 2(OPE) -11 0 -0 0 0 0 -0.007 0.000 -0.000 3(SUS) -11 0 -0 0 0 0 -0.007 0.000 -0.000 4(EXP) -0 -0 0 0 0 0 -0.000 -0.000 0.000 MAX -16/L1 0/L1 -0/L1 -0.011/L1 0.000/L1 -0.000/L1

148

Bi-linear X2; Bi-



149

Bi-linear X2; Bi-


1(HYD) -220 0 -0 0 0 0 -0.142 0.000 -0.000 2(OPE) -149 -0 -0 0 0 0 -0.096 -0.000 -0.000 3(SUS) -147 -0 -0 0 0 0 -0.095 -0.000 -0.000 4(EXP) -2 -0 -0 0 0 0 -0.001 -0.000 -0.000 MAX -220/L1 0/L1 -0/L1 -0.142/L1 0.000/L1 -0.000/L1

150 Bi-linear

Z2; Bi-linear X2;


421


1(HYD) -5172 0 27 0 0 0 -1.441 0.000 1.228 2(OPE) -3498 0 18 0 0 0 -0.974 0.000 0.824 3(SUS) -3450 0 18 0 0 0 -0.961 0.000 0.812 4(EXP) -47 -0 0 0 0 0 -0.013 -0.000 0.012 MAX -5172/L1 0/L1 27/L1 -1.441/L1 0.000/L1 1.228/L1

151

Bi-linear X2; Bi-



152

Bi-linear X2; Bi-


1(HYD) -579 0 -0 0 0 0 -0.888 0.000 -0.000 2(OPE) -392 -0 -0 0 0 0 -0.601 -0.000 -0.000 3(SUS) -387 -0 -0 0 0 0 -0.594 -0.000 -0.000 4(EXP) -5 -0 -0 0 0 0 -0.008 -0.000 -0.000 MAX -579/L1 0/L1 -0/L1 -0.888/L1 0.000/L1 -0.000/L1

153

Bi-linear X2; Bi-


1(HYD) -559 -0 4 0 0 0 -1.377 -0.000 0.000 2(OPE) -378 -0 3 0 0 0 -0.932 -0.000 0.000 3(SUS) -374 -0 3 0 0 0 -0.921 -0.000 0.000


422

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) -5 0 0 0 0 0 -0.012 0.000 0.000 MAX -559/L1 -0/L3 4/L1 -1.377/L1 -0.000/L3 0.000/L1

154

Bi-linear X2; Bi-


1(HYD) -280 0 -241 0 0 0 -1.741 0.000 -0.009 2(OPE) -189 0 -163 0 0 0 -1.179 0.000 -0.006 3(SUS) -187 0 -160 0 0 0 -1.164 0.000 -0.006 4(EXP) -2 -0 -2 0 0 0 -0.015 -0.000 -0.000 MAX -280/L1 0/L1 -241/L1 -1.741/L1 0.000/L1 -0.009/L1

155

Bi-linear X2; Bi-



156

Bi-linear X2; Bi-



157 Bi-linear


423




158

Bi-linear X2; Bi-



159

Bi-linear X2; Bi-



160

Bi-linear Z2; Bi-


1(HYD) 1 -17 12 0 0 0 0.001 -0.008 0.945


424

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) 1 -16 8 0 0 0 0.000 -0.008 0.633 3(SUS) 1 -16 8 0 0 0 0.000 -0.008 0.623 4(EXP) 0 0 0 0 0 0 0.000 0.000 0.010 MAX 1/L1 -17/L1 12/L1 0.001/L1 -0.008/L1 0.945/L1

161

Bi-linear Z2; Bi-



162

Bi-linear Z2; Bi-



163

Bi-linear Z2; Bi-


1(HYD) 445 -4 35 0 0 0 0.080 -0.001 1.043 2(OPE) 301 -4 24 0 0 0 0.054 -0.001 0.699 3(SUS) 297 -4 23 0 0 0 0.053 -0.001 0.688 4(EXP) 4 0 0 0 0 0 0.001 0.000 0.011 MAX 445/L1 -4/L1 35/L1 0.080/L1 -0.001/L1 1.043/L1


425


164

Bi-linear Z2; Bi-



166

Bi-linear Z2; Bi-


1(HYD) 35 0 -6 0 0 0 0.008 0.000 -0.229 2(OPE) 24 0 -4 0 0 0 0.005 0.000 -0.155 3(SUS) 23 0 -4 0 0 0 0.005 0.000 -0.153 4(EXP) 0 -0 -0 0 0 0 0.000 -0.000 -0.002 MAX 35/L1 0/L3 -6/L1 0.008/L1 0.000/L3 -0.229/L1

167

Bi-linear Z2; Bi-



168 Bi-linear

X2; Bi-linear X2;


426


1(HYD) 158 -3 -172 0 0 0 -0.327 -0.001 -0.437 2(OPE) 107 -3 -116 0 0 0 -0.222 -0.001 -0.296 3(SUS) 106 -3 -115 0 0 0 -0.218 -0.001 -0.291 4(EXP) 1 -0 -2 0 0 0 -0.003 -0.000 -0.004 MAX 158/L1 -3/L1 -172/L1 -0.327/L1 -0.001/L1 -0.437/L1

180 Rigid +Y 1(HYD) -1 -289 87 0 0 0 -0.008 -0.000 0.836 2(OPE) -1 -288 86 0 0 0 -0.006 -0.000 0.557 3(SUS) -1 -288 86 0 0 0 -0.006 -0.000 0.549 4(EXP) 0 0 0 0 0 0 -0.000 -0.000 0.008 MAX -1/L3 -289/L1 87/L1 -0.008/L1 -0.000/L1 0.836/L1

200

Bi-linear X2; Bi-

linear Y2; Rigid GUI;

Bi-linear Z2

1(HYD) -77 -17 9 0 0 0 -0.000 -0.008 0.729 2(OPE) -53 -16 6 0 0 0 -0.000 -0.008 0.485 3(SUS) -52 -16 6 0 0 0 -0.000 -0.008 0.478 4(EXP) -1 0 0 0 0 0 -0.000 -0.000 0.006 MAX -77/L1 -17/L1 9/L1 -0.000/L1 -0.008/L1 0.729/L1

201

Bi-linear Z2; Bi-




427


202

Bi-linear Z2; Bi-



203

Bi-linear Z2; Bi-



210

Bi-linear Z2; Bi-


Y2; Bi-linear X2;

Bi-linear Z2; Bi-

linear Y2

1(HYD) 3069 3 1054 0 0 0 0.352 0.000 0.492 2(OPE) 2074 3 698 0 0 0 0.238 0.000 0.326 3(SUS) 2046 3 688 0 0 0 0.235 0.000 0.322 4(EXP) 28 0 9 0 0 0 0.003 0.000 0.004


428

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. MAX 3069/L1 3/L1 1054/L1 0.352/L1 0.000/L1 0.492/L1

211

Bi-linear Z2; Bi-



212

Bi-linear Z2; Bi-



213

Bi-linear Z2; Bi-



214 Bi-linear

X2; Bi-


429

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm.linear Z2;

Bi-linear Y2 1(HYD) 5 0 1023 0 0 0 0.185 0.000 0.245 2(OPE) 3 0 678 0 0 0 0.125 0.000 0.162 3(SUS) 3 0 668 0 0 0 0.124 0.000 0.160 4(EXP) 0 -0 9 0 0 0 0.002 -0.000 0.002 MAX 5/L1 0/L1 1023/L1 0.185/L1 0.000/L1 0.245/L1

215

Bi-linear X2; Bi-



216

Bi-linear X2; Bi-



217

Bi-linear X2; Bi-


1(HYD) -64 -0 -124 0 0 0 -0.398 -0.000 -0.005 2(OPE) -43 -0 -82 0 0 0 -0.269 -0.000 -0.003


430

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 3(SUS) -43 -0 -81 0 0 0 -0.266 -0.000 -0.003 4(EXP) -1 0 -1 0 0 0 -0.004 0.000 -0.000 MAX -64/L1 -0/L1 -124/L1 -0.398/L1 -0.000/L1 -0.005/L1

218

Bi-linear X2; Bi-



220

Bi-linear Z2; Bi-



221

Bi-linear X2; Bi-




431


222

Bi-linear X2; Bi-



223

Bi-linear X2; Bi-



224

Bi-linear X2; Bi-



225

Bi-linear X2; Bi-



432

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 1(HYD) -192 -18 -0 0 0 0 -7.561 -0.004 -0.000 2(OPE) -130 -18 -0 0 0 0 -5.110 -0.004 -0.000 3(SUS) -128 -18 -0 0 0 0 -5.041 -0.004 -0.000 4(EXP) -2 0 -0 0 0 0 -0.069 -0.000 -0.000 MAX -192/L1 -18/L1 -0/L1 -7.561/L1 -0.004/L1 -0.000/L1

240 Rigid +Y 1(HYD) -3 -289 87 0 0 0 -0.013 -0.000 0.416 2(OPE) -3 -288 86 0 0 0 -0.008 -0.000 0.272 3(SUS) -3 -288 86 0 0 0 -0.008 -0.000 0.269 4(EXP) -0 0 -0 0 0 0 -0.000 -0.000 0.003 MAX -3/L2 -289/L1 87/L1 -0.013/L1 -0.000/L1 0.416/L1

260


linear Z2; Bi-linear X2


261

Bi-linear Z2; Bi-




433


262

Bi-linear Z2; Bi-



263

Bi-linear Z2; Bi-



264

Bi-linear Z2; Bi-



265

Bi-linear Z2; Bi-



434

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 1(HYD) -0 -0 113 0 0 0 -0.000 -0.000 0.279 2(OPE) -0 -0 74 0 0 0 -0.000 -0.000 0.181 3(SUS) -0 -0 73 0 0 0 -0.000 -0.000 0.180 4(EXP) -0 0 1 0 0 0 -0.000 0.000 0.001 MAX -0/L1 -0/L3 113/L1 -0.000/L1 -0.000/L3 0.279/L1

266

Bi-linear Z2; Bi-



267

Bi-linear Z2; Bi-



268

Bi-linear Z2; Bi-


1(HYD) 1 -0 -72 0 0 0 0.000 -0.000 -0.060 2(OPE) 1 -0 -50 0 0 0 0.000 -0.000 -0.041 3(SUS) 1 -0 -49 0 0 0 0.000 -0.000 -0.041 4(EXP) 0 -0 -1 0 0 0 0.000 -0.000 -0.001


435

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. MAX 1/L1 -0/L1 -72/L1 0.000/L1 -0.000/L1 -0.060/L1

270

Bi-linear Z2; Bi-


Y2; Bi-linear X2;

Bi-linear Z2; Bi-

linear Y2

1(HYD) 36 2 -676 0 0 0 0.000 0.000 -0.237 2(OPE) 24 2 -458 0 0 0 0.000 0.000 -0.160 3(SUS) 24 2 -451 0 0 0 0.000 0.000 -0.158 4(EXP) 0 0 -6 0 0 0 0.000 0.000 -0.002 MAX 36/L1 2/L1 -676/L1 0.000/L1 0.000/L1 -0.237/L1

271

Bi-linear Z2; Bi-



272

Bi-linear Z2; Bi-


1(HYD) 10 179 -138 0 0 0 0.000 0.006 -0.771 2(OPE) 7 121 -93 0 0 0 0.000 0.004 -0.521 3(SUS) 7 119 -92 0 0 0 0.000 0.004 -0.514


436

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) 0 2 -1 0 0 0 0.000 0.000 -0.007 MAX 10/L1 179/L1 -138/L1 0.000/L1 0.006/L1 -0.771/L1

273

Bi-linear Z2; Bi-


1(HYD) -5 181 -26 0 0 0 -0.001 0.035 -0.808 2(OPE) -3 123 -17 0 0 0 -0.001 0.023 -0.546 3(SUS) -3 121 -17 0 0 0 -0.001 0.023 -0.539 4(EXP) -0 2 -0 0 0 0 -0.000 0.000 -0.007 MAX -5/L1 181/L1 -26/L1 -0.001/L1 0.035/L1 -0.808/L1

274

Bi-linear Z2; Bi-



275

Bi-linear X2; Bi-

linear X2; Bi-linear X2

1(HYD) 0 -2255 -2255 0 0 0 0.000 -0.795 -0.793 2(OPE) 0 -1524 -1524 0 0 0 0.000 -0.537 -0.536 3(SUS) 0 -1503 -1503 0 0 0 0.000 -0.530 -0.529 4(EXP) 0 -21 -21 0 0 0 0.000 -0.007 -0.007 MAX 0/L1 -2255/L1 -2255/L1 0.000/L1 -0.795/L1 -0.793/L1

276 Bi-linear


437

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm.Z2; Bi-



277

Bi-linear Z2; Bi-



278

Bi-linear X2; Bi-


1(HYD) 0 -1297 -1298 0 0 0 0.000 -0.290 -0.332 2(OPE) -0 -877 -877 0 0 0 -0.000 -0.196 -0.224 3(SUS) -0 -865 -865 0 0 0 -0.000 -0.193 -0.221 4(EXP) 0 -12 -12 0 0 0 0.000 -0.003 -0.003 MAX -0/L3 -1297/L1 -1298/L1 -0.000/L3 -0.290/L1 -0.332/L1

279

Bi-linear X2; Bi-


1(HYD) -0 -288 -290 0 0 0 -0.000 -0.021 -0.107


438

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) -0 -195 -196 0 0 0 -0.000 -0.014 -0.073 3(SUS) -0 -192 -194 0 0 0 -0.000 -0.014 -0.072 4(EXP) -0 -3 -3 0 0 0 -0.000 -0.000 -0.001 MAX -0/L1 -288/L1 -290/L1 -0.000/L1 -0.021/L1 -0.107/L1

280

Bi-linear Z2; Bi-


Y2; Bi-linear X2;

Bi-linear Z2; Bi-


X2; Bi-linear Z2;

Bi-linear Y2


281

Bi-linear Z2; Bi-



282 Bi-linear


439




283

Bi-linear X2; Bi-


1(HYD) -0 309 306 0 0 0 -0.000 0.137 -0.000 2(OPE) -0 209 207 0 0 0 -0.000 0.093 -0.000 3(SUS) -0 206 204 0 0 0 -0.000 0.091 -0.000 4(EXP) -0 3 3 0 0 0 -0.000 0.001 -0.000 MAX -0/L1 309/L1 306/L1 -0.000/L1 0.137/L1 -0.000/L1

284

Bi-linear X2; Bi-


1(HYD) 0 1269 1264 0 0 0 0.000 0.394 0.213 2(OPE) 0 858 855 0 0 0 0.000 0.266 0.144 3(SUS) 0 846 843 0 0 0 0.000 0.263 0.142 4(EXP) -0 12 12 0 0 0 -0.000 0.004 0.002 MAX 0/L3 1269/L1 1264/L1 0.000/L3 0.394/L1 0.213/L1

285

Bi-linear X2; Bi-


1(HYD) -0 2158 2154 0 0 0 -0.000 0.872 0.646


440

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) -0 1458 1456 0 0 0 -0.000 0.590 0.437 3(SUS) -0 1438 1436 0 0 0 -0.000 0.582 0.431 4(EXP) -0 20 20 0 0 0 -0.000 0.008 0.006 MAX -0/L1 2158/L1 2154/L1 -0.000/L1 0.872/L1 0.646/L1

286

Bi-linear X2; Bi-



287

Bi-linear Z2; Bi-



288

Bi-linear Z2; Bi-




441


289

Bi-linear Z2; Bi-


1(HYD) -0 -198 20 0 0 0 -0.000 -0.038 0.637 2(OPE) -0 -134 14 0 0 0 -0.000 -0.026 0.431 3(SUS) -0 -132 13 0 0 0 -0.000 -0.025 0.425 4(EXP) -0 -2 0 0 0 0 -0.000 -0.000 0.006 MAX -0/L1 -198/L1 20/L1 -0.000/L1 -0.038/L1 0.637/L1

290

Bi-linear X2; Bi-



291

Bi-linear Z2; Bi-



292 Bi-linear

Z2; Bi-linear X2;


442



294

Bi-linear X2; Bi-



295

Bi-linear X2; Bi-



296

Bi-linear X2; Bi-


1(HYD) -4 -3 4 0 0 0 -0.138 -0.001 0.001 2(OPE) -2 -3 3 0 0 0 -0.088 -0.001 0.001 3(SUS) -2 -3 3 0 0 0 -0.087 -0.001 0.001


443

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) -0 0 0 0 0 0 -0.001 0.000 0.000 MAX -4/L1 -3/L1 4/L1 -0.138/L1 -0.001/L1 0.001/L1

297

Bi-linear X2; Bi-



301

Bi-linear X2; Bi-



302

Bi-linear X2; Bi-



310 Rigid +Y


444

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 1(HYD) -87 -289 -0 0 0 0 -0.176 -0.000 -0.000 2(OPE) -86 -288 -0 0 0 0 -0.113 -0.000 -0.000 3(SUS) -86 -288 -0 0 0 0 -0.111 -0.000 -0.000 4(EXP) 0 0 0 0 0 0 -0.002 -0.000 -0.000 MAX -87/L1 -289/L1 -0/L1 -0.176/L1 -0.000/L1 -0.000/L1

330




331

Bi-linear X2; Bi-



332

Bi-linear X2; Bi-


1(HYD) -6 -3 0 0 0 0 -0.220 -0.001 0.000 2(OPE) -4 -3 0 0 0 0 -0.144 -0.001 0.000 3(SUS) -4 -3 0 0 0 0 -0.141 -0.001 0.000


445

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) -0 0 0 0 0 0 -0.003 -0.000 0.000 MAX -6/L1 -3/L1 0/L1 -0.220/L1 -0.001/L1 0.000/L1

333

Bi-linear X2; Bi-



334

Bi-linear X2; Bi-



335

Bi-linear X2; Bi-



336 Bi-linear


446




337

Bi-linear X2; Bi-



338

Bi-linear X2; Bi-



339

Bi-linear X2; Bi-


1(HYD) -49 0 -353 0 0 0 -1.549 0.000 -0.068


447

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) -33 0 -239 0 0 0 -1.046 0.000 -0.046 3(SUS) -33 0 -236 0 0 0 -1.032 0.000 -0.045 4(EXP) -0 0 -3 0 0 0 -0.014 0.000 -0.001 MAX -49/L1 0/L1 -353/L1 -1.549/L1 0.000/L1 -0.068/L1

340

Bi-linear Z2; Bi-



341

Bi-linear X2; Bi-



342

Bi-linear X2; Bi-




448


343

Bi-linear X2; Bi-



344

Bi-linear X2; Bi-



345

Bi-linear Z2; Bi-



346 Bi-linear

Z2; Bi-linear X2;


449



347

Bi-linear Z2; Bi-



348

Bi-linear Z2; Bi-



349

Bi-linear Z2; Bi-


1(HYD) -5 -0 490 0 0 0 -0.000 -0.000 1.206 2(OPE) -3 -0 331 0 0 0 -0.000 -0.000 0.815 3(SUS) -3 -0 327 0 0 0 -0.000 -0.000 0.804


450

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) -0 -0 4 0 0 0 -0.000 -0.000 0.011 MAX -5/L1 -0/L2 490/L1 -0.000/L1 -0.000/L2 1.206/L1

350

Bi-linear Z2; Bi-


Y2; Bi-linear X2;

Bi-linear Z2; Bi-

linear Y2


351

Bi-linear Z2; Bi-



352

Bi-linear Z2; Bi-


1(HYD) -0 0 469 0 0 0 -0.000 0.000 0.404 2(OPE) -0 0 317 0 0 0 -0.000 0.000 0.273


451

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 3(SUS) -0 0 313 0 0 0 -0.000 0.000 0.269 4(EXP) -0 -0 4 0 0 0 -0.000 -0.000 0.004 MAX -0/L1 0/L1 469/L1 -0.000/L1 0.000/L1 0.404/L1

353

Bi-linear Z2; Bi-



354

Bi-linear Z2; Bi-



355

Bi-linear Z2; Bi-




452


356

Bi-linear Z2; Bi-



357

Bi-linear Z2; Bi-



358

Bi-linear Z2; Bi-



359

Bi-linear Z2; Bi-



453

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 1(HYD) -5 -0 -488 0 0 0 -0.000 -0.000 -1.203 2(OPE) -3 -0 -330 0 0 0 -0.000 -0.000 -0.813 3(SUS) -3 -0 -326 0 0 0 -0.000 -0.000 -0.802 4(EXP) -0 0 -4 0 0 0 -0.000 0.000 -0.011 MAX -5/L1 -0/L3 -488/L1 -0.000/L1 -0.000/L3 -1.203/L1

360

Bi-linear X2; Bi-



361

Bi-linear Z2; Bi-



362

Bi-linear Z2; Bi-


1(HYD) 352 -0 -50 0 0 0 0.067 -0.000 -1.568 2(OPE) 238 -0 -34 0 0 0 0.046 -0.000 -1.059 3(SUS) 234 -0 -33 0 0 0 0.045 -0.000 -1.045 4(EXP) 3 -0 -0 0 0 0 0.001 -0.000 -0.014


454


363

Bi-linear Z2; Bi-



364

Bi-linear Z2; Bi-



365

Bi-linear Z2; Bi-



366 Bi-linear

X2; Bi-


455


Bi-linear Y2 1(HYD) -5303 -0 -5304 0 0 0 -1.764 -0.000 -1.766 2(OPE) -3584 -0 -3584 0 0 0 -1.192 -0.000 -1.194 3(SUS) -3536 -0 -3536 0 0 0 -1.176 -0.000 -1.178 4(EXP) -49 0 -49 0 0 0 -0.016 0.000 -0.016 MAX -5303/L1 -0/L3 -5304/L1 -1.764/L1 -0.000/L3 -1.766/L1

367

Bi-linear X2; Bi-



368

Bi-linear X2; Bi-



369

Bi-linear X2; Bi-


1(HYD) -50 0 352 0 0 0 -1.565 0.000 0.067 2(OPE) -33 0 238 0 0 0 -1.057 0.000 0.046


456

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 3(SUS) -33 0 235 0 0 0 -1.043 0.000 0.045 4(EXP) -0 -0 3 0 0 0 -0.014 -0.000 0.001 MAX -50/L1 0/L1 352/L1 -1.565/L1 0.000/L1 0.067/L1

370

Bi-linear X2; Bi-



X2; Bi-linear Y2


371

Bi-linear X2; Bi-



372

Bi-linear X2; Bi-


1(HYD) -487 0 -5 0 0 0 -1.199 0.000 -0.000


457


373

Bi-linear X2; Bi-



374

Bi-linear X2; Bi-



375

Bi-linear X2; Bi-




458


376

Bi-linear X2; Bi-



377

Bi-linear X2; Bi-



378

Bi-linear X2; Bi-



379 Bi-linear

X2; Bi-linear Z2;


459



380

Bi-linear Z2; Bi-



381

Bi-linear X2; Bi-



382

Bi-linear X2; Bi-


1(HYD) 681 -0 0 0 0 0 1.046 -0.000 0.000 2(OPE) 461 -0 0 0 0 0 0.707 -0.000 0.000 3(SUS) 454 -0 0 0 0 0 0.698 -0.000 0.000


460

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) 6 0 0 0 0 0 0.010 0.000 0.000 MAX 681/L1 -0/L3 0/L1 1.046/L1 -0.000/L3 0.000/L1

383

Bi-linear Z2; Bi-



384

Bi-linear Z2; Bi-



385

Bi-linear X2; Bi-


1(HYD) 6 -1332 1307 0 0 0 0.002 -1.195 -0.265 2(OPE) 4 -900 883 0 0 0 0.001 -0.807 -0.179 3(SUS) 4 -888 871 0 0 0 0.001 -0.796 -0.176 4(EXP) 0 -12 12 0 0 0 0.000 -0.011 -0.003 MAX 6/L1 -1332/L1 1307/L1 0.002/L1 -1.195/L1 -0.265/L1

386 Bi-linear


461




387

Bi-linear X2; Bi-



388

Bi-linear X2; Bi-


1(HYD) -1 -401 363 0 0 0 -0.000 -0.729 -0.571 2(OPE) -0 -271 245 0 0 0 -0.000 -0.492 -0.386 3(SUS) -0 -267 242 0 0 0 -0.000 -0.485 -0.380 4(EXP) -0 -4 3 0 0 0 -0.000 -0.007 -0.006 MAX -1/L1 -401/L1 363/L1 -0.000/L1 -0.729/L1 -0.571/L1

389

Bi-linear X2; Bi-


1(HYD) 658 -0 -4 0 0 0 1.621 -0.000 -0.000


462

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) 445 -0 -3 0 0 0 1.096 -0.000 -0.000 3(SUS) 439 -0 -2 0 0 0 1.081 -0.000 -0.000 4(EXP) 6 -0 -0 0 0 0 0.015 -0.000 -0.000 MAX 658/L1 -0/L1 -4/L1 1.621/L1 -0.000/L1 -0.000/L1

390

Bi-linear Z2; Bi-



391

Bi-linear X2; Bi-



392

Bi-linear X2; Bi-




463


393

Bi-linear X2; Bi-



394

Bi-linear X2; Bi-



395

Bi-linear X2; Bi-



396 Bi-linear

X2; Bi-linear X2;


464



397

Bi-linear Z2; Bi-



398

Bi-linear Z2; Bi-



399

Bi-linear Z2; Bi-


1(HYD) -31 -114 -11 0 0 0 -0.007 -0.027 -0.447 2(OPE) -21 -77 -8 0 0 0 -0.005 -0.018 -0.301 3(SUS) -20 -76 -8 0 0 0 -0.005 -0.018 -0.297


465


401

Bi-linear Z2; Bi-



402

Bi-linear Z2; Bi-



403

Bi-linear X2; Bi-



404 Bi-linear


466



1(HYD) -1 145 -180 0 0 0 -0.000 -0.564 -0.631 2(OPE) -1 98 -122 0 0 0 -0.000 -0.381 -0.426 3(SUS) -1 97 -120 0 0 0 -0.000 -0.375 -0.420 4(EXP) -0 1 -2 0 0 0 -0.000 -0.006 -0.006 MAX -1/L1 145/L1 -180/L1 -0.000/L1 -0.564/L1 -0.631/L1

405

Bi-linear X2; Bi-


1(HYD) -0 1246 -1275 0 0 0 -0.000 -0.257 -0.860 2(OPE) -0 842 -861 0 0 0 -0.000 -0.173 -0.581 3(SUS) -0 830 -849 0 0 0 -0.000 -0.170 -0.572 4(EXP) -0 12 -12 0 0 0 -0.000 -0.003 -0.008 MAX -0/L1 1246/L1 -1275/L1 -0.000/L1 -0.257/L1 -0.860/L1

406

Bi-linear X2; Bi-



407

Bi-linear X2; Bi-


1(HYD) 0 1520 -641 0 0 0 0.000 0.562 -1.514


467

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) 0 1027 -433 0 0 0 0.000 0.380 -1.022 3(SUS) 0 1013 -427 0 0 0 0.000 0.375 -1.008 4(EXP) 0 14 -6 0 0 0 0.000 0.005 -0.015 MAX 0/L1 1520/L1 -641/L1 0.000/L1 0.562/L1 -1.514/L1

408

Bi-linear Z2; Bi-



409

Bi-linear Z2; Bi-



410 Rigid +Y 1(HYD) 1 -289 -87 0 0 0 0.002 -0.000 -0.330 2(OPE) 1 -288 -86 0 0 0 0.001 -0.000 -0.219 3(SUS) 1 -288 -86 0 0 0 0.001 -0.000 -0.215 4(EXP) -0 -0 -0 0 0 0 0.000 -0.000 -0.004 MAX 1/L1 -289/L1 -87/L1 0.002/L1 -0.000/L1 -0.330/L1

411 Bi-linear

X2; Bi-


468

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm.linear Y2;

Bi-linear Z2 1(HYD) -0 -85 -44 0 0 0 -0.000 -0.016 -1.392 2(OPE) -0 -57 -30 0 0 0 -0.000 -0.011 -0.940 3(SUS) -0 -57 -29 0 0 0 -0.000 -0.011 -0.926 4(EXP) -0 -1 -0 0 0 0 -0.000 -0.000 -0.013 MAX -0/L1 -85/L1 -44/L1 -0.000/L1 -0.016/L1 -1.392/L1

412

Bi-linear X2; Bi-

linear Y2; Bi-linear Z2


413

Bi-linear X2; Bi-



414

Bi-linear X2; Bi-


1(HYD) -0 1 -90 0 0 0 -0.000 0.000 -0.529 2(OPE) -0 1 -61 0 0 0 -0.000 0.000 -0.355


469

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 3(SUS) -0 1 -59 0 0 0 -0.000 0.000 -0.349 4(EXP) -0 -0 -1 0 0 0 -0.000 -0.000 -0.006 MAX -0/L1 1/L3 -90/L1 -0.000/L1 0.000/L3 -0.529/L1

415

Bi-linear X2; Bi-



416

Bi-linear X2; Bi-



417

Bi-linear X2; Bi-




470


419

Bi-linear X2; Bi-



421

Bi-linear X2; Bi-



422

Bi-linear X2; Bi-


1(HYD) 165 -3 -151 0 0 0 0.439 -0.001 0.334 2(OPE) 111 -3 -102 0 0 0 0.297 -0.001 0.226 3(SUS) 110 -3 -101 0 0 0 0.292 -0.001 0.222 4(EXP) 1 0 -1 0 0 0 0.004 0.000 0.004 MAX 165/L1 -3/L1 -151/L1 0.439/L1 -0.001/L1 0.334/L1

423

Bi-linear Z2; Bi-



471

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 1(HYD) 55 0 6 0 0 0 0.013 0.000 0.221 2(OPE) 37 0 4 0 0 0 0.009 0.000 0.149 3(SUS) 37 0 4 0 0 0 0.008 0.000 0.147 4(EXP) 1 -0 0 0 0 0 0.000 -0.000 0.002 MAX 55/L1 0/L3 6/L1 0.013/L1 0.000/L3 0.221/L1

424

Bi-linear Z2; Bi-



425

Bi-linear X2; Bi-


1(HYD) 156 -3 170 0 0 0 -0.331 -0.001 0.439 2(OPE) 105 -3 115 0 0 0 -0.224 -0.001 0.297 3(SUS) 104 -3 113 0 0 0 -0.221 -0.001 0.293 4(EXP) 1 -0 1 0 0 0 -0.003 -0.000 0.004 MAX 156/L1 -3/L1 170/L1 -0.331/L1 -0.001/L1 0.439/L1

430



1(HYD) -34 -17 -3 0 0 0 -0.000 -0.008 -0.267 2(OPE) -23 -17 -2 0 0 0 -0.000 -0.008 -0.177 3(SUS) -23 -17 -2 0 0 0 -0.000 -0.008 -0.174


472

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) -0 0 -0 0 0 0 -0.000 0.000 -0.002 MAX -34/L1 -17/L1 -3/L1 -0.000/L1 -0.008/L1 -0.267/L1

431

Bi-linear Z2; Bi-



432

Bi-linear Z2; Bi-



433

Bi-linear Z2; Bi-



434 Bi-linear


473




440

Bi-linear Z2; Bi-


Y2; Bi-linear X2;

Bi-linear Z2; Bi-

linear Y2


441

Bi-linear Z2; Bi-




474


442

Bi-linear Z2; Bi-



443

Bi-linear Z2; Bi-


1(HYD) 214 -15 -0 0 0 0 0.051 -0.004 -0.018 2(OPE) 143 -15 -0 0 0 0 0.034 -0.004 -0.011 3(SUS) 141 -15 -0 0 0 0 0.034 -0.004 -0.010 4(EXP) 2 0 -0 0 0 0 0.000 -0.000 -0.000 MAX 214/L1 -15/L1 -0/L1 0.051/L1 -0.004/L1 -0.018/L1

445

Bi-linear Z2; Bi-



446

Bi-linear X2; Bi-



475

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 1(HYD) -264 -0 -4 0 0 0 -0.516 -0.000 -0.000 2(OPE) -177 -0 -2 0 0 0 -0.346 -0.000 -0.000 3(SUS) -174 -0 -2 0 0 0 -0.340 -0.000 -0.000 4(EXP) -3 -0 -0 0 0 0 -0.006 -0.000 -0.000 MAX -264/L1 -0/L1 -4/L1 -0.516/L1 -0.000/L1 -0.000/L1

447

Bi-linear X2; Bi-



448

Bi-linear X2; Bi-



449

Bi-linear X2; Bi-


1(HYD) -8 -3 -1 0 0 0 -0.326 -0.001 -0.000 2(OPE) -5 -3 -1 0 0 0 -0.216 -0.001 -0.000 3(SUS) -5 -3 -1 0 0 0 -0.212 -0.001 -0.000 4(EXP) -0 -0 -0 0 0 0 -0.004 -0.000 -0.000


476

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. MAX -8/L1 -3/L1 -1/L1 -0.326/L1 -0.001/L1 -0.000/L1

451

Bi-linear X2; Bi-



460 Rigid +Y 1(HYD) 49 -289 -72 0 0 0 0.009 -0.000 -0.013 2(OPE) 42 -288 -76 0 0 0 0.003 -0.000 -0.005 3(SUS) 40 -288 -76 0 0 0 0.003 -0.000 -0.005 4(EXP) 1 0 1 0 0 0 -0.000 0.000 0.000 MAX 49/L1 -289/L1 -76/L3 0.009/L1 -0.000/L1 -0.013/L1

480

Bi-linear Z2; Bi-


Y2; Rigid GUI

1(HYD) -22 -17 -0 0 0 0 -0.000 -0.008 -0.011 2(OPE) -21 -16 -0 0 0 0 -0.000 -0.008 -0.003 3(SUS) -20 -16 -0 0 0 0 -0.000 -0.008 -0.005 4(EXP) -1 0 0 0 0 0 -0.000 0.000 0.001 MAX -22/L1 -17/L1 -0/L1 -0.000/L1 -0.008/L1 -0.011/L1

481 Bi-linear

Z2; Bi-linear X2;


477


1(HYD) 2 -15 -0 0 0 0 0.000 -0.004 -0.011 2(OPE) 3 -15 -0 0 0 0 0.001 -0.004 -0.003 3(SUS) 3 -15 -0 0 0 0 0.001 -0.004 -0.004 4(EXP) 0 -0 0 0 0 0 0.000 -0.000 0.001 MAX 3/L2 -15/L1 -0/L1 0.001/L2 -0.004/L1 -0.011/L1

482

Bi-linear Z2; Bi-


1(HYD) 1 -3 -0 0 0 0 0.000 -0.001 -0.010 2(OPE) 2 -3 -0 0 0 0 0.000 -0.001 -0.002 3(SUS) 2 -3 -0 0 0 0 0.000 -0.001 -0.004 4(EXP) 0 -0 0 0 0 0 0.000 -0.000 0.001 MAX 2/L2 -3/L1 -0/L1 0.000/L2 -0.001/L1 -0.010/L1

483

Bi-linear Z2; Bi-


1(HYD) 1 1 -0 0 0 0 0.000 0.000 -0.009 2(OPE) 1 1 -0 0 0 0 0.000 0.000 -0.002 3(SUS) 1 1 -0 0 0 0 0.000 0.000 -0.003 4(EXP) 0 -0 0 0 0 0 0.000 -0.000 0.001 MAX 1/L2 1/L1 -0/L1 0.000/L2 0.000/L1 -0.009/L1

484

Bi-linear Z2; Bi-


1(HYD) -0 2 -1 0 0 0 -0.000 0.000 -0.008 2(OPE) -0 2 -0 0 0 0 -0.000 0.000 -0.001 3(SUS) -0 2 -0 0 0 0 -0.000 0.000 -0.003


478

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) -0 0 0 0 0 0 -0.000 0.000 0.001 MAX -0/L2 2/L1 -1/L1 -0.000/L2 0.000/L1 -0.008/L1

485

Bi-linear X2; Bi-



486

Bi-linear Z2; Bi-


1(HYD) 0 -2654 -13 0 0 0 0.000 -0.935 -0.731 2(OPE) 0 -1794 -9 0 0 0 0.000 -0.632 -0.494 3(SUS) 0 -1769 -8 0 0 0 0.000 -0.623 -0.487 4(EXP) -0 -24 -0 0 0 0 -0.000 -0.009 -0.007 MAX 0/L3 -2654/L1 -13/L1 0.000/L3 -0.935/L1 -0.731/L1

487

Bi-linear X2; Bi-



488 Bi-linear


479




489

Bi-linear Z2; Bi-


1(HYD) -0 -0 -0 0 0 0 -0.000 -0.000 -0.000 2(OPE) -0 -0 1 0 0 0 -0.000 -0.000 0.003 3(SUS) -0 -0 1 0 0 0 -0.000 -0.000 0.002 4(EXP) -0 -0 0 0 0 0 -0.000 -0.000 0.001 MAX -0/L2 -0/L1 1/L2 -0.000/L2 -0.000/L1 0.003/L2

490

Bi-linear X2; Bi-


Y2; Bi-linear X2;

Bi-linear Z2; Bi-


Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) 1114 -0 13086 0 0 0 0.032 -0.000 0.166 2(OPE) 754 -0 8844 0 0 0 0.021 -0.000 0.112 3(SUS) 744 -0 8724 0 0 0 0.021 -0.000 0.111


480

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) 10 -0 120 0 0 0 0.000 -0.000 0.002 MAX 1114/L1 -0/L1 13086/L1 0.032/L1 -0.000/L1 0.166/L1

491

Bi-linear Z2; Bi-



492

Bi-linear Z2; Bi-



493

Bi-linear Z2; Bi-



494 Bi-linear


481




495

Bi-linear Z2; Bi-



496

Bi-linear Z2; Bi-



497

Bi-linear Z2; Bi-


1(HYD) -0 -182 28 0 0 0 -0.000 -0.035 0.890


482

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) -0 -123 19 0 0 0 -0.000 -0.024 0.602 3(SUS) -0 -121 19 0 0 0 -0.000 -0.023 0.594 4(EXP) -0 -2 0 0 0 0 -0.000 -0.000 0.008 MAX -0/L1 -182/L1 28/L1 -0.000/L1 -0.035/L1 0.890/L1

498

Bi-linear X2; Bi-


1(HYD) -244 0 1 0 0 0 -0.448 0.000 0.000 2(OPE) -165 -0 1 0 0 0 -0.303 -0.000 0.000 3(SUS) -162 -0 1 0 0 0 -0.299 -0.000 0.000 4(EXP) -2 0 0 0 0 0 -0.004 0.000 0.000 MAX -244/L1 -0/L3 1/L1 -0.448/L1 -0.000/L3 0.000/L1

499

Bi-linear X2; Bi-



500

Bi-linear Z2; Bi-




483


501

Bi-linear Z2; Bi-



502

Bi-linear Z2; Bi-



503

Bi-linear Z2; Bi-



504 Bi-linear

X2; Bi-linear X2;


484

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm.Bi-linear X2


505

Bi-linear X2; Bi-


1(HYD) 0 -338 -333 0 0 0 0.000 -0.155 0.017 2(OPE) 0 -228 -225 0 0 0 0.000 -0.105 0.012 3(SUS) 0 -225 -222 0 0 0 0.000 -0.104 0.012 4(EXP) 0 -3 -3 0 0 0 0.000 -0.001 0.000 MAX 0/L1 -338/L1 -333/L1 0.000/L1 -0.155/L1 0.017/L1

506

Bi-linear X2; Bi-



507

Bi-linear X2; Bi-


1(HYD) -0 -2201 -2197 0 0 0 -0.000 -0.898 -0.652 2(OPE) -0 -1488 -1485 0 0 0 -0.000 -0.607 -0.440 3(SUS) -0 -1468 -1465 0 0 0 -0.000 -0.599 -0.434


485


508

Bi-linear X2; Bi-



509

Bi-linear Z2; Bi-



510

Bi-linear Z2; Bi-



511 Bi-linear


486




512

Bi-linear Z2; Bi-



513

Bi-linear Z2; Bi-



514

Bi-linear Z2; Bi-


1(HYD) -0 -3 -144 0 0 0 -0.000 -0.000 -0.408


487

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) -0 -2 -97 0 0 0 -0.000 -0.000 -0.276 3(SUS) -0 -2 -96 0 0 0 -0.000 -0.000 -0.272 4(EXP) -0 -0 -1 0 0 0 -0.000 -0.000 -0.004 MAX -0/L1 -3/L1 -144/L1 -0.000/L1 -0.000/L1 -0.408/L1

515

Bi-linear Z2; Bi-



517

Bi-linear X2; Bi-



518

Bi-linear X2; Bi-




488


519

Bi-linear X2; Bi-



520

Bi-linear Z2; Bi-



521

Bi-linear X2; Bi-



522 Bi-linear

X2; Bi-linear Z2;


489



523

Bi-linear X2; Bi-



524

Bi-linear Z2; Bi-



525

Bi-linear Z2; Bi-


1(HYD) -197 0 -42 0 0 0 -0.047 0.000 -1.656 2(OPE) -133 0 -28 0 0 0 -0.032 0.000 -1.119 3(SUS) -131 0 -28 0 0 0 -0.031 0.000 -1.104


490

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) -2 0 -0 0 0 0 -0.000 0.000 -0.015 MAX -197/L1 0/L1 -42/L1 -0.047/L1 0.000/L1 -1.656/L1

526

Bi-linear Z2; Bi-



527

Bi-linear Z2; Bi-



528

Bi-linear Z2; Bi-



529 Bi-linear


491




531

Bi-linear Z2; Bi-



532

Bi-linear Z2; Bi-



533

Bi-linear Z2; Bi-


1(HYD) -0 2 -14 0 0 0 -0.000 0.000 -0.087


492


534

Bi-linear Z2; Bi-



535

Bi-linear Z2; Bi-



536

Bi-linear Z2; Bi-




493


540 Rigid +Y 1(HYD) 6 -289 -87 0 0 0 0.003 -0.000 -0.041 2(OPE) 6 -288 -86 0 0 0 0.002 -0.000 -0.025 3(SUS) 6 -288 -86 0 0 0 0.002 -0.000 -0.024 4(EXP) -0 0 -0 0 0 0 0.000 -0.000 -0.001 MAX 6/L3 -289/L1 -87/L1 0.003/L1 -0.000/L1 -0.041/L1

560


Z2; Bi-linear X2;

Bi-linear Y2


561

Bi-linear Z2; Bi-



562

Bi-linear Z2; Bi-


1(HYD) -98 -3 -0 0 0 0 -0.024 -0.001 -0.018


494

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) -66 -3 -0 0 0 0 -0.016 -0.001 -0.010 3(SUS) -65 -3 -0 0 0 0 -0.016 -0.001 -0.010 4(EXP) -1 0 -0 0 0 0 -0.000 0.000 -0.000 MAX -98/L1 -3/L1 -0/L1 -0.024/L1 -0.001/L1 -0.018/L1

563

Bi-linear Z2; Bi-



564

Bi-linear Z2; Bi-


1(HYD) 1800 1 -0 0 0 0 0.202 0.000 -0.002 2(OPE) 1216 1 -0 0 0 0 0.136 0.000 -0.000 3(SUS) 1200 1 -0 0 0 0 0.134 0.000 -0.000 4(EXP) 17 -0 0 0 0 0 0.002 -0.000 0.000 MAX 1800/L1 1/L1 -0/L1 0.202/L1 0.000/L1 -0.002/L1

570

Bi-linear Z2; Bi-


Y2; Bi-linear X2;

Bi-linear Z2; Bi-



495




571

Bi-linear X2; Bi-



572

Bi-linear X2; Bi-



573

Bi-linear X2; Bi-


1(HYD) 46 0 -0 0 0 0 0.035 0.000 -0.000


496

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) 31 0 -0 0 0 0 0.024 0.000 -0.000 3(SUS) 31 0 -0 0 0 0 0.023 0.000 -0.000 4(EXP) 0 -0 -0 0 0 0 0.000 -0.000 -0.000 MAX 46/L1 0/L1 -0/L1 0.035/L1 0.000/L1 -0.000/L1

574

Bi-linear X2; Bi-



575

Bi-linear Z2; Bi-



576

Bi-linear Z2; Bi-




497


577

Bi-linear Z2; Bi-



578

Bi-linear Z2; Bi-



580

Bi-linear X2; Bi-



X2; Bi-linear Y2

1(HYD) 35 0 -120 0 0 0 0.012 0.000 -0.001 2(OPE) 24 0 -81 0 0 0 0.008 0.000 -0.001 3(SUS) 24 0 -80 0 0 0 0.008 0.000 -0.001 4(EXP) 0 0 -1 0 0 0 0.000 0.000 -0.000


498

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. MAX 35/L1 0/L1 -120/L1 0.012/L1 0.000/L1 -0.001/L1

581

Bi-linear Z2; Bi-



582

Bi-linear Z2; Bi-



583

Bi-linear Z2; Bi-



584 Bi-linear

Z2; Bi-


499


Bi-linear Y2 1(HYD) -2 -1 14 0 0 0 -0.001 -0.000 0.786 2(OPE) -1 -1 10 0 0 0 -0.000 -0.000 0.532 3(SUS) -1 -1 10 0 0 0 -0.000 -0.000 0.524 4(EXP) -0 -0 0 0 0 0 -0.000 -0.000 0.007 MAX -2/L1 -1/L1 14/L1 -0.001/L1 -0.000/L1 0.786/L1

585

Bi-linear Z2; Bi-



586

Bi-linear Z2; Bi-



590

Bi-linear X2; Bi-


Y2; Bi-linear Z2;


500

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm.Bi-linear

X2; Bi-linear Y2


591

Bi-linear X2; Bi-



592

Bi-linear X2; Bi-



593

Bi-linear X2; Bi-


1(HYD) 1 2 -0 0 0 0 0.003 0.000 -0.000


501


594

Bi-linear X2; Bi-



595

Bi-linear X2; Bi-



596

Bi-linear X2; Bi-


1(HYD) 0 -15 -0 0 0 0 0.001 -0.004 -0.000 2(OPE) 0 -15 0 0 0 0 0.002 -0.004 0.000 3(SUS) 0 -15 -0 0 0 0 0.001 -0.004 -0.000 4(EXP) 0 0 0 0 0 0 0.001 -0.000 0.000 MAX 0/L2 -15/L1 -0/L1 0.002/L2 -0.004/L1 -0.000/L1


502


597

Bi-linear Z2; Bi-



598

Bi-linear Z2; Bi-



600

Bi-linear X2; Bi-



601 Bi-linear

X2; Bi-linear X2;


503


1(HYD) 156 -3 169 0 0 0 -0.327 -0.001 0.435 2(OPE) 105 -3 114 0 0 0 -0.221 -0.001 0.294 3(SUS) 104 -3 113 0 0 0 -0.218 -0.001 0.290 4(EXP) 1 -0 1 0 0 0 -0.003 -0.000 0.004 MAX 156/L1 -3/L1 169/L1 -0.327/L1 -0.001/L1 0.435/L1

620 Rigid +Y 1(HYD) 10 -289 0 0 0 0 0.000 -0.000 0.000 2(OPE) 9 -288 0 0 0 0 0.000 -0.000 0.000 3(SUS) 7 -288 0 0 0 0 0.000 -0.000 0.000 4(EXP) 1 0 0 0 0 0 0.000 -0.000 0.000 MAX 10/L1 -289/L1 0/L1 0.000/L1 -0.000/L1 0.000/L1

640


X2; Bi-linear Z2;

Bi-linear Y2


641

Bi-linear X2; Bi-




504


642

Bi-linear X2; Bi-



643

Bi-linear X2; Bi-



644

Bi-linear X2; Bi-



645 Bi-linear

X2; Bi-linear Z2;


505



800

Bi-linear Z2; Bi-



820 Rigid +Y 1(HYD) 2 -289 87 0 0 0 0.006 -0.000 0.248 2(OPE) 2 -288 86 0 0 0 0.004 -0.000 0.165 3(SUS) 2 -288 86 0 0 0 0.004 -0.000 0.162 4(EXP) -0 0 -0 0 0 0 0.000 0.000 0.003 MAX 2/L1 -289/L1 87/L1 0.006/L1 -0.000/L1 0.248/L1

830

Bi-linear X2; Bi-


Bi-linear Z2



506


831

Bi-linear Z2; Bi-



832

Bi-linear Z2; Bi-



833

Bi-linear Z2; Bi-



835 Bi-linear

X2; Bi-linear X2;


507



836

Bi-linear Z2; Bi-


1(HYD) -0 -2489 -14 0 0 0 -0.000 -0.877 -0.784 2(OPE) -0 -1681 -9 0 0 0 -0.000 -0.592 -0.530 3(SUS) -0 -1658 -9 0 0 0 -0.000 -0.584 -0.524 4(EXP) 0 -24 -0 0 0 0 0.000 -0.008 -0.007 MAX -0/L3 -2489/L1 -14/L1 -0.000/L3 -0.877/L1 -0.784/L1

837

Bi-linear X2; Bi-



838

Bi-linear Z2; Bi-


1(HYD) 0 15 47 0 0 0 0.000 0.001 0.433 2(OPE) 0 11 31 0 0 0 0.000 0.001 0.291 3(SUS) 0 11 31 0 0 0 0.000 0.001 0.286


508

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) 0 0 1 0 0 0 0.000 0.000 0.005 MAX 0/L1 15/L1 47/L1 0.000/L1 0.001/L1 0.433/L1

839

Bi-linear Z2; Bi-



840

Bi-linear X2; Bi-



X2; Bi-linear Y2


841

Bi-linear Z2; Bi-


1(HYD) -0 -188 21 0 0 0 -0.000 -0.036 0.676 2(OPE) -0 -127 14 0 0 0 -0.000 -0.024 0.456


509

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 3(SUS) -0 -125 14 0 0 0 -0.000 -0.024 0.448 4(EXP) -0 -2 0 0 0 0 -0.000 -0.000 0.007 MAX -0/L1 -188/L1 21/L1 -0.000/L1 -0.036/L1 0.676/L1

842

Bi-linear Z2; Bi-



843

Bi-linear Z2; Bi-


1(HYD) -0 1437 19 0 0 0 -0.000 0.344 0.736 2(OPE) -0 971 13 0 0 0 -0.000 0.233 0.496 3(SUS) -0 958 12 0 0 0 -0.000 0.229 0.489 4(EXP) 0 13 0 0 0 0 0.000 0.003 0.008 MAX -0/L3 1437/L1 19/L1 -0.000/L3 0.344/L1 0.736/L1

844

Bi-linear Z2; Bi-




510


845

Bi-linear X2; Bi-



846

Bi-linear X2; Bi-



847

Bi-linear X2; Bi-


1(HYD) 0 -292 -292 0 0 0 0.000 -0.073 -0.057 2(OPE) 0 -197 -197 0 0 0 0.000 -0.049 -0.039 3(SUS) 0 -195 -194 0 0 0 0.000 -0.048 -0.039 4(EXP) -0 -3 -3 0 0 0 -0.000 -0.001 -0.000 MAX 0/L3 -292/L1 -292/L1 0.000/L3 -0.073/L1 -0.057/L1

848

Bi-linear X2; Bi-



511

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 1(HYD) 0 -1260 -1259 0 0 0 0.000 -0.334 -0.269 2(OPE) 0 -852 -851 0 0 0 0.000 -0.225 -0.182 3(SUS) 0 -840 -839 0 0 0 0.000 -0.222 -0.180 4(EXP) 0 -12 -12 0 0 0 0.000 -0.004 -0.002 MAX 0/L1 -1260/L1 -1259/L1 0.000/L1 -0.334/L1 -0.269/L1

849

Bi-linear X2; Bi-


1(HYD) 0 -2168 -2166 0 0 0 0.000 -0.820 -0.706 2(OPE) -0 -1465 -1464 0 0 0 -0.000 -0.554 -0.478 3(SUS) -0 -1445 -1444 0 0 0 -0.000 -0.546 -0.472 4(EXP) 0 -20 -20 0 0 0 0.000 -0.008 -0.006 MAX -0/L3 -2168/L1 -2166/L1 -0.000/L3 -0.820/L1 -0.706/L1

850

Bi-linear X2; Bi-


1(HYD) -0 -1659 -691 0 0 0 -0.000 -0.963 -0.801 2(OPE) -0 -1121 -467 0 0 0 -0.000 -0.651 -0.542 3(SUS) -0 -1106 -460 0 0 0 -0.000 -0.642 -0.535 4(EXP) 0 -15 -6 0 0 0 0.000 -0.009 -0.007 MAX -0/L3 -1659/L1 -691/L1 -0.000/L3 -0.963/L1 -0.801/L1

851

Bi-linear Z2; Bi-


1(HYD) -0 -1432 -19 0 0 0 -0.000 -0.343 -0.754 2(OPE) -0 -967 -13 0 0 0 -0.000 -0.232 -0.510 3(SUS) -0 -954 -13 0 0 0 -0.000 -0.228 -0.504 4(EXP) -0 -13 -0 0 0 0 -0.000 -0.003 -0.006


512


852

Bi-linear Z2; Bi-



853

Bi-linear Z2; Bi-



854

Bi-linear Z2; Bi-



855 Bi-linear

Z2; Bi-


513


Bi-linear Y2 1(HYD) -1 -3 -98 0 0 0 -0.000 -0.000 -0.324 2(OPE) -1 -2 -66 0 0 0 -0.000 -0.000 -0.219 3(SUS) -1 -2 -65 0 0 0 -0.000 -0.000 -0.217 4(EXP) -0 -0 -1 0 0 0 -0.000 -0.000 -0.003 MAX -1/L1 -3/L1 -98/L1 -0.000/L1 -0.000/L1 -0.324/L1

856

Bi-linear Z2; Bi-



857

Bi-linear Z2; Bi-



900

Bi-linear X2; Bi-


Y2; Bi-linear Z2;


514


X2; Bi-linear Y2

1(HYD) 83 -0 979 0 0 0 0.016 -0.000 0.004 2(OPE) 56 0 663 0 0 0 0.011 0.000 0.003 3(SUS) 55 0 653 0 0 0 0.010 0.000 0.003 4(EXP) 1 -0 10 0 0 0 0.000 -0.000 0.000 MAX 83/L1 -0/L1 979/L1 0.016/L1 -0.000/L1 0.004/L1

901

Bi-linear X2; Bi-



902

Bi-linear X2; Bi-



903

Bi-linear X2; Bi-


1(HYD) 107 0 -0 0 0 0 0.075 0.000 -0.000


515


904

Bi-linear X2; Bi-



905

Bi-linear Z2; Bi-



906

Bi-linear X2; Bi-


1(HYD) 175 -3 -188 0 0 0 -0.285 -0.001 -0.406 2(OPE) 118 -3 -127 0 0 0 -0.193 -0.001 -0.275 3(SUS) 117 -3 -125 0 0 0 -0.190 -0.001 -0.271 4(EXP) 2 0 -2 0 0 0 -0.003 0.000 -0.004 MAX 175/L1 -3/L3 -188/L1 -0.285/L1 -0.001/L3 -0.406/L1


516


910

Bi-linear X2; Bi-



X2; Bi-linear Y2


911

Bi-linear X2; Bi-



912

Bi-linear X2; Bi-


1(HYD) 63 -0 736 0 0 0 1.003 -0.000 0.071 2(OPE) 43 -0 497 0 0 0 0.678 -0.000 0.048 3(SUS) 42 -0 491 0 0 0 0.669 -0.000 0.047 4(EXP) 1 -0 7 0 0 0 0.009 -0.000 0.001


517

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. MAX 63/L1 -0/L1 736/L1 1.003/L1 -0.000/L1 0.071/L1

913

Bi-linear X2; Bi-



914

Bi-linear X2; Bi-



915

Bi-linear X2; Bi-



916 Bi-linear

X2; Bi-


518


Bi-linear Y2 1(HYD) 4861 0 -4871 0 0 0 1.339 0.000 -1.900 2(OPE) 3285 0 -3292 0 0 0 0.905 0.000 -1.284 3(SUS) 3240 0 -3247 0 0 0 0.893 0.000 -1.267 4(EXP) 45 0 -45 0 0 0 0.012 0.000 -0.017 MAX 4861/L1 0/L1 -4871/L1 1.339/L1 0.000/L1 -1.900/L1

917

Bi-linear Z2; Bi-



918

Bi-linear X2; Bi-


1(HYD) 118 -3 -131 0 0 0 -0.300 -0.001 -0.383 2(OPE) 80 -3 -88 0 0 0 -0.203 -0.001 -0.259 3(SUS) 79 -3 -87 0 0 0 -0.200 -0.001 -0.255 4(EXP) 1 0 -1 0 0 0 -0.003 0.000 -0.004 MAX 118/L1 -3/L1 -131/L1 -0.300/L1 -0.001/L1 -0.383/L1

920

Bi-linear Z2; Bi-


1(HYD) 4163 -0 -41 0 0 0 1.160 -0.000 -1.875 2(OPE) 2814 -0 -28 0 0 0 0.784 -0.000 -1.266


519

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 3(SUS) 2775 -0 -27 0 0 0 0.773 -0.000 -1.250 4(EXP) 39 -0 -0 0 0 0 0.011 -0.000 -0.017 MAX 4163/L1 -0/L1 -41/L1 1.160/L1 -0.000/L1 -1.875/L1

921

Bi-linear Z2; Bi-



922

Bi-linear Z2; Bi-



923

Bi-linear Z2; Bi-




520


924

Bi-linear Z2; Bi-



925

Bi-linear Z2; Bi-



926

Bi-linear Z2; Bi-



930

Bi-linear Z2; Bi-



521

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm.Y2; Bi-


Z2; Bi-linear Y2


931

Bi-linear Z2; Bi-


1(HYD) 1 -0 476 0 0 0 0.000 -0.000 0.335 2(OPE) 0 -0 322 0 0 0 0.000 -0.000 0.226 3(SUS) 0 -0 317 0 0 0 0.000 -0.000 0.223 4(EXP) 0 0 4 0 0 0 0.000 -0.000 0.003 MAX 1/L1 -0/L2 476/L1 0.000/L1 -0.000/L2 0.335/L1

932

Bi-linear Z2; Bi-



933 Bi-linear

Z2; Bi-linear X2;


522



934

Bi-linear Z2; Bi-



935

Bi-linear Z2; Bi-



936

Bi-linear Z2; Bi-


1(HYD) 210 0 43 0 0 0 0.050 0.000 1.705 2(OPE) 142 0 29 0 0 0 0.034 0.000 1.152 3(SUS) 140 0 29 0 0 0 0.034 0.000 1.137


523

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) 2 -0 0 0 0 0 0.000 -0.000 0.015 MAX 210/L1 0/L1 43/L1 0.050/L1 0.000/L1 1.705/L1

937

Bi-linear Z2; Bi-



938

Bi-linear Z2; Bi-



939

Bi-linear X2; Bi-



940 Bi-linear


524




941

Bi-linear X2; Bi-



942

Bi-linear X2; Bi-



943

Bi-linear X2; Bi-


1(HYD) 42 0 -382 0 0 0 1.311 0.000 -0.073


525

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) 28 0 -258 0 0 0 0.886 0.000 -0.050 3(SUS) 28 0 -255 0 0 0 0.874 0.000 -0.049 4(EXP) 0 0 -4 0 0 0 0.012 -0.000 -0.001 MAX 42/L1 0/L1 -382/L1 1.311/L1 0.000/L1 -0.073/L1

944

Bi-linear X2; Bi-



945

Bi-linear X2; Bi-


1(HYD) 225 0 -27 0 0 0 0.838 0.000 -0.001 2(OPE) 152 0 -18 0 0 0 0.566 0.000 -0.000 3(SUS) 150 0 -18 0 0 0 0.559 0.000 -0.000 4(EXP) 2 0 -0 0 0 0 0.007 -0.000 -0.000 MAX 225/L1 0/L1 -27/L1 0.838/L1 0.000/L1 -0.001/L1

946

Bi-linear X2; Bi-




526


947

Bi-linear X2; Bi-



948

Bi-linear X2; Bi-



949

Bi-linear X2; Bi-



950 Bi-linear

X2; Bi-linear Z2;


527



X2; Bi-linear Y2


951

Bi-linear X2; Bi-



952

Bi-linear X2; Bi-



953 Bi-linear

X2; Bi-


528


Bi-linear Y2 1(HYD) -32 -18 7 0 0 0 -1.246 -0.004 0.002 2(OPE) -21 -18 5 0 0 0 -0.842 -0.004 0.001 3(SUS) -21 -18 5 0 0 0 -0.831 -0.004 0.001 4(EXP) -0 0 0 0 0 0 -0.011 0.000 0.000 MAX -32/L1 -18/L1 7/L1 -1.246/L1 -0.004/L1 0.002/L1

954

Bi-linear Z2; Bi-



955

Bi-linear Z2; Bi-



956

Bi-linear X2; Bi-


1(HYD) 62 -3 -77 0 0 0 -0.385 -0.001 -0.431 2(OPE) 42 -3 -52 0 0 0 -0.260 -0.001 -0.292


529

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 3(SUS) 41 -3 -51 0 0 0 -0.257 -0.001 -0.287 4(EXP) 1 0 -1 0 0 0 -0.004 -0.000 -0.004 MAX 62/L1 -3/L1 -77/L1 -0.385/L1 -0.001/L1 -0.431/L1

960

Bi-linear X2; Bi-



X2; Bi-linear Y2


961

Bi-linear X2; Bi-



962

Bi-linear X2; Bi-


1(HYD) 1 0 -0 0 0 0 0.002 0.000 -0.000


530

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) 1 0 -0 0 0 0 0.002 0.000 -0.000 3(SUS) 1 0 -0 0 0 0 0.001 0.000 -0.000 4(EXP) 0 0 -0 0 0 0 0.000 -0.000 -0.000 MAX 1/L1 0/L1 -0/L1 0.002/L1 0.000/L1 -0.000/L1

963

Bi-linear X2; Bi-



964

Bi-linear X2; Bi-



965

Bi-linear X2; Bi-


1(HYD) -0 1 -1 0 0 0 -0.000 0.000 -0.000 2(OPE) 0 1 -0 0 0 0 0.001 0.000 -0.000 3(SUS) -0 1 -0 0 0 0 -0.000 0.000 -0.000 4(EXP) 0 0 -0 0 0 0 0.001 0.000 -0.000 MAX 0/L4 1/L1 -1/L1 0.001/L4 0.000/L1 -0.000/L1


531


966

Bi-linear X2; Bi-


1(HYD) -0 -3 0 0 0 0 -0.000 -0.001 0.000 2(OPE) 0 -3 0 0 0 0 0.001 -0.001 0.000 3(SUS) -0 -3 0 0 0 0 -0.000 -0.001 0.000 4(EXP) 0 0 0 0 0 0 0.001 -0.000 0.000 MAX 0/L4 -3/L1 0/L1 0.001/L4 -0.001/L1 0.000/L1

967

Bi-linear X2; Bi-



968

Bi-linear Z2; Bi-



970 Bi-linear

X2; Bi-linear Z2;


532



971

Bi-linear Z2; Bi-



972

Bi-linear Z2; Bi-



973

Bi-linear Z2; Bi-


1(HYD) -3 -1 -14 0 0 0 -0.001 -0.000 -0.787 2(OPE) -2 -1 -10 0 0 0 -0.001 -0.000 -0.532 3(SUS) -2 -1 -10 0 0 0 -0.001 -0.000 -0.525


533


974

Bi-linear Z2; Bi-



975

Bi-linear Z2; Bi-



990 Rigid +Y 1(HYD) 0 -289 -37 0 0 0 0.000 -0.000 -0.000 2(OPE) 7 -288 -25 0 0 0 0.000 -0.000 -0.000 3(SUS) 0 -288 -25 0 0 0 0.000 -0.000 -0.000 4(EXP) 7 0 -0 0 0 0 0.000 0.000 -0.000 MAX 7/L2 -289/L1 -37/L1 0.000/L2 -0.000/L1 -0.000/L1

1010


linear X2;


534

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm.Bi-linear Z2


1011

Bi-linear X2; Bi-



1012

Bi-linear X2; Bi-



1013

Bi-linear X2; Bi-


1(HYD) 0 3 -381 0 0 0 0.000 0.001 -0.082 2(OPE) -0 3 -258 0 0 0 -0.000 0.001 -0.056 3(SUS) 0 3 -254 0 0 0 0.000 0.001 -0.055


535

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) -0 0 -4 0 0 0 -0.000 -0.000 -0.001 MAX -0/L4 3/L1 -381/L1 -0.000/L4 0.001/L1 -0.082/L1

1014

Bi-linear X2; Bi-


1(HYD) 0 5 -2604 0 0 0 0.000 0.001 -0.509 2(OPE) -0 5 -1762 0 0 0 -0.000 0.001 -0.344 3(SUS) 0 5 -1738 0 0 0 0.000 0.001 -0.340 4(EXP) -0 0 -24 0 0 0 -0.000 -0.000 -0.005 MAX -0/L4 5/L1 -2604/L1 -0.000/L4 0.001/L1 -0.509/L1

1200

Bi-linear X2; Bi-



1220 Rigid +Y 1(HYD) -87 -289 0 0 0 0 -0.272 -0.000 0.000 2(OPE) -86 -288 0 0 0 0 -0.178 -0.000 0.000 3(SUS) -86 -288 0 0 0 0 -0.175 -0.000 0.000 4(EXP) 0 0 -0 0 0 0 -0.003 0.000 0.000 MAX -87/L1 -289/L1 0/L1 -0.272/L1 -0.000/L1 0.000/L1

1240

Bi-linear Z2; Bi-



536



1241

Bi-linear X2; Bi-



1242

Bi-linear X2; Bi-



1243

Bi-linear X2; Bi-


1(HYD) -11 2 7 0 0 0 -0.214 0.000 0.001 2(OPE) -7 2 5 0 0 0 -0.139 0.000 0.001 3(SUS) -7 2 5 0 0 0 -0.138 0.000 0.001


537

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) -0 0 0 0 0 0 -0.002 0.000 0.000 MAX -11/L1 2/L1 7/L1 -0.214/L1 0.000/L1 0.001/L1

1244

Bi-linear X2; Bi-



1250

Bi-linear X2; Bi-



X2; Bi-linear Y2


1251

Bi-linear Z2; Bi-


1(HYD) -257 0 -5 0 0 0 -0.058 0.000 -0.206 2(OPE) -168 0 -4 0 0 0 -0.038 0.000 -0.139


538

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 3(SUS) -166 0 -4 0 0 0 -0.038 0.000 -0.137 4(EXP) -2 0 -0 0 0 0 -0.000 0.000 -0.002 MAX -257/L1 0/L1 -5/L1 -0.058/L1 0.000/L1 -0.206/L1

1252

Bi-linear Z2; Bi-



1253

Bi-linear X2; Bi-


1(HYD) -131 -3 -145 0 0 0 0.333 -0.001 -0.424 2(OPE) -89 -3 -98 0 0 0 0.225 -0.001 -0.287 3(SUS) -88 -3 -97 0 0 0 0.222 -0.001 -0.283 4(EXP) -1 0 -1 0 0 0 0.003 0.000 -0.004 MAX -131/L1 -3/L1 -145/L1 0.333/L1 -0.001/L1 -0.424/L1

1260

Bi-linear X2; Bi-



X2; Bi-linear Y2

1(HYD) -170 -0 -251 0 0 0 -0.055 -0.000 -0.001


539

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) -111 -0 -170 0 0 0 -0.036 -0.000 -0.001 3(SUS) -110 -0 -167 0 0 0 -0.035 -0.000 -0.001 4(EXP) -1 0 -2 0 0 0 -0.000 0.000 -0.000 MAX -170/L1 -0/L2 -251/L1 -0.055/L1 -0.000/L2 -0.001/L1

1261

Bi-linear X2; Bi-



1262

Bi-linear X2; Bi-



1263

Bi-linear X2; Bi-




540


1264

Bi-linear X2; Bi-



1265

Bi-linear Z2; Bi-



1266

Bi-linear Z2; Bi-



1267 Bi-linear

Z2; Bi-linear X2;


541


1(HYD) 16 0 23 0 0 0 0.003 0.000 0.679 2(OPE) 11 0 16 0 0 0 0.002 0.000 0.459 3(SUS) 10 0 15 0 0 0 0.002 0.000 0.452 4(EXP) 0 0 0 0 0 0 0.000 -0.000 0.006 MAX 16/L1 0/L1 23/L1 0.003/L1 0.000/L1 0.679/L1

1268

Bi-linear Z2; Bi-



1269

Bi-linear Z2; Bi-



1270

Bi-linear X2; Bi-




542


linear Y2 1(HYD) 1104 0 1083 0 0 0 0.213 0.000 0.005 2(OPE) 746 0 733 0 0 0 0.144 0.000 0.004 3(SUS) 736 0 722 0 0 0 0.142 0.000 0.004 4(EXP) 10 0 11 0 0 0 0.002 -0.000 0.000 MAX 1104/L1 0/L1 1083/L1 0.213/L1 0.000/L1 0.005/L1

1271

Bi-linear Z2; Bi-



1272

Bi-linear Z2; Bi-



1273

Bi-linear Z2; Bi-


1(HYD) 503 0 -13 0 0 0 0.092 0.000 -0.401 2(OPE) 340 0 -9 0 0 0 0.062 0.000 -0.271


543

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 3(SUS) 335 0 -9 0 0 0 0.061 0.000 -0.267 4(EXP) 5 0 -0 0 0 0 0.001 0.000 -0.004 MAX 503/L1 0/L1 -13/L1 0.092/L1 0.000/L1 -0.401/L1

1274

Bi-linear X2; Bi-


1(HYD) -205 -3 -218 0 0 0 0.272 -0.001 -0.413 2(OPE) -139 -3 -147 0 0 0 0.184 -0.001 -0.279 3(SUS) -137 -3 -145 0 0 0 0.181 -0.001 -0.275 4(EXP) -2 0 -2 0 0 0 0.003 0.000 -0.004 MAX -205/L1 -3/L1 -218/L1 0.272/L1 -0.001/L1 -0.413/L1

1280

Bi-linear X2; Bi-



1281

Bi-linear X2; Bi-




544


1282

Bi-linear X2; Bi-



1283

Bi-linear X2; Bi-



1284

Bi-linear X2; Bi-



1285

Bi-linear X2; Bi-



545

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 1(HYD) 35 0 -4816 0 0 0 1.624 0.000 -1.342 2(OPE) 24 0 -3256 0 0 0 1.097 0.000 -0.907 3(SUS) 24 0 -3211 0 0 0 1.083 0.000 -0.894 4(EXP) 0 0 -45 0 0 0 0.014 0.000 -0.012 MAX 35/L1 0/L1 -4816/L1 1.624/L1 0.000/L1 -1.342/L1

1286

Bi-linear X2; Bi-



1290

Bi-linear Z2; Bi-



1291

Bi-linear Z2; Bi-


1(HYD) 2016 -0 -39 0 0 0 0.483 -0.000 -1.545 2(OPE) 1363 -0 -26 0 0 0 0.326 -0.000 -1.044 3(SUS) 1344 -0 -26 0 0 0 0.322 -0.000 -1.030 4(EXP) 19 0 -0 0 0 0 0.004 -0.000 -0.014


546


1292

Bi-linear Z2; Bi-



1293

Bi-linear Z2; Bi-



1294

Bi-linear Z2; Bi-



1295 Bi-linear

Z2; Bi-


547


Bi-linear Y2 1(HYD) 19 -0 -222 0 0 0 0.001 -0.000 -1.113 2(OPE) 13 -0 -150 0 0 0 0.000 -0.000 -0.752 3(SUS) 12 -0 -148 0 0 0 0.000 -0.000 -0.742 4(EXP) 0 0 -2 0 0 0 0.000 0.000 -0.010 MAX 19/L1 -0/L2 -222/L1 0.001/L1 -0.000/L2 -1.113/L1

1300

Bi-linear Z2; Bi-



1310

Bi-linear Z2; Bi-


Y2; Bi-linear X2;

Bi-linear Z2; Bi-

linear Y2


1311 Bi-linear


548



1(HYD) 1 0 -87 0 0 0 0.000 0.000 -0.047 2(OPE) 0 -0 -59 0 0 0 0.000 -0.000 -0.032 3(SUS) 0 -0 -59 0 0 0 0.000 -0.000 -0.032 4(EXP) 0 0 -1 0 0 0 0.000 0.000 -0.000 MAX 1/L1 -0/L2 -87/L1 0.000/L1 -0.000/L2 -0.047/L1

1312

Bi-linear Z2; Bi-



1313

Bi-linear Z2; Bi-



1315

Bi-linear Z2; Bi-


1(HYD) 0 0 110 0 0 0 0.000 0.000 0.169


549

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) 0 0 72 0 0 0 0.000 0.000 0.110 3(SUS) 0 0 71 0 0 0 0.000 0.000 0.109 4(EXP) 0 0 1 0 0 0 0.000 0.000 0.001 MAX 0/L1 0/L1 110/L1 0.000/L1 0.000/L1 0.169/L1

1316 Rigid +Y 1(HYD) -0 -287 86 0 0 0 -0.000 -0.000 0.404 2(OPE) -0 -286 86 0 0 0 -0.000 -0.000 0.266 3(SUS) -0 -286 86 0 0 0 -0.000 -0.000 0.263 4(EXP) -0 0 0 0 0 0 -0.000 0.000 0.004 MAX -0/L1 -287/L1 86/L1 -0.000/L1 -0.000/L1 0.404/L1

1317

Bi-linear X2; Bi-



1319

Bi-linear X2; Bi-


Bi-linear Z2


1320 Bi-linear


550




1321

Bi-linear Y2; Bi-



1322

Bi-linear Y2; Bi-



1323

Bi-linear Y2; Bi-


1(HYD) -0 -3 9 0 0 0 -0.000 -0.001 0.369


551

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) -0 -3 6 0 0 0 -0.000 -0.001 0.242 3(SUS) -0 -3 6 0 0 0 -0.000 -0.001 0.240 4(EXP) -0 0 0 0 0 0 -0.000 -0.000 0.002 MAX -0/L1 -3/L1 9/L1 -0.000/L1 -0.001/L1 0.369/L1

1324

Bi-linear Y2; Bi-



1326

Bi-linear Z2; Bi-



1327

Bi-linear Z2; Bi-




552


1328

Bi-linear Z2; Bi-



1329

Bi-linear Z2; Bi-



1330

Bi-linear Z2; Bi-


Y2; Bi-linear X2;

Bi-linear Z2; Bi-


X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) 922 0 12122 0 0 0 0.058 0.000 0.629


553

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) 625 0 8178 0 0 0 0.039 0.000 0.425 3(SUS) 615 0 8065 0 0 0 0.039 0.000 0.419 4(EXP) 11 0 113 0 0 0 0.001 0.000 0.006 MAX 922/L1 0/L1 12122/L1 0.058/L1 0.000/L1 0.629/L1

1332

Bi-linear X2; Bi-



1333

Bi-linear X2; Bi-



1334

Bi-linear X2; Bi-




554


1335

Bi-linear X2; Bi-



1336

Bi-linear X2; Bi-



1337

Bi-linear X2; Bi-



1338 Bi-linear

X2; Bi-linear X2;


555



1339

Bi-linear X2; Bi-



1340

Bi-linear Z2; Bi-



1341

Bi-linear Z2; Bi-


1(HYD) -1640 0 -25 0 0 0 -0.393 0.000 -0.978 2(OPE) -1109 0 -17 0 0 0 -0.266 0.000 -0.661 3(SUS) -1093 0 -17 0 0 0 -0.262 0.000 -0.652


556

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) -16 0 -0 0 0 0 -0.004 -0.000 -0.010 MAX -1640/L1 0/L1 -25/L1 -0.393/L1 0.000/L1 -0.978/L1

1342

Bi-linear Z2; Bi-



1344 Rigid +Y 1(HYD) 0 -287 0 0 0 0 -0.000 -0.000 -0.279 2(OPE) 0 -286 0 0 0 0 -0.000 -0.000 -0.189 3(SUS) 0 -286 0 0 0 0 -0.000 -0.000 -0.186 4(EXP) 0 0 0 0 0 0 0.000 0.000 -0.003 MAX -287/L1 -0.000/L1 -0.000/L1 -0.279/L1

1346


Z2; Bi-linear X2;

Bi-linear Y2


1347 Bi-linear

Z2; Bi-linear X2;


557


Y2; Bi-linear X2;

Bi-linear Z2; Bi-

linear Y2 1(HYD) -3 3 326 0 0 0 -0.000 0.000 0.152 2(OPE) -2 3 221 0 0 0 -0.000 0.000 0.103 3(SUS) -2 3 217 0 0 0 -0.000 0.000 0.102 4(EXP) 0 -0 4 0 0 0 0.000 -0.000 0.002 MAX -3/L1 3/L1 326/L1 -0.000/L1 0.000/L1 0.152/L1

1348

Bi-linear Z2; Bi-



1349

Bi-linear Z2; Bi-



1350 Bi-linear

X2; Bi-


558


Bi-linear Y2 1(HYD) 30 0 3347 0 0 0 1.378 0.000 0.932 2(OPE) 20 0 2264 0 0 0 0.930 0.000 0.631 3(SUS) 20 0 2231 0 0 0 0.918 0.000 0.622 4(EXP) 0 0 32 0 0 0 0.012 0.000 0.009 MAX 30/L1 0/L1 3347/L1 1.378/L1 0.000/L1 0.932/L1

1351

Bi-linear Y2; Bi-



1352

Bi-linear Y2; Bi-



1353

Bi-linear Y2; Bi-


1(HYD) 184 1 -21 0 0 0 0.038 0.000 -0.706 2(OPE) 125 1 -14 0 0 0 0.026 0.000 -0.478


559


1354

Bi-linear Y2; Bi-



1355

Bi-linear Y2; Bi-



1357

Bi-linear Z2; Bi-


1(HYD) -30 -14 -1 0 0 0 -0.007 -0.003 -0.021 2(OPE) -20 -14 -0 0 0 0 -0.005 -0.003 -0.013 3(SUS) -20 -14 -0 0 0 0 -0.005 -0.003 -0.014 4(EXP) -0 0 0 0 0 0 -0.000 -0.000 0.000 MAX -30/L1 -14/L1 -1/L1 -0.007/L1 -0.003/L1 -0.021/L1


560


1358

Bi-linear Z2; Bi-



1359

Bi-linear Z2; Bi-



1360

Bi-linear Z2; Bi-


Y2; Bi-linear X2;

Bi-linear Z2; Bi-

linear Y2



561


1361

Bi-linear Z2; Bi-



1362

Bi-linear Z2; Bi-



1363

Bi-linear X2; Bi-



1364 Bi-linear

X2; Bi-linear Z2;


562



1365

Bi-linear X2; Bi-



1366

Bi-linear X2; Bi-



1367

Bi-linear X2; Bi-


1(HYD) 49 -0 -656 0 0 0 0.949 -0.000 -0.078 2(OPE) 33 -0 -443 0 0 0 0.641 -0.000 -0.053 3(SUS) 32 -0 -437 0 0 0 0.633 -0.000 -0.052


563

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) 0 -0 -6 0 0 0 0.008 -0.000 -0.001 MAX 49/L1 -0/L1 -656/L1 0.949/L1 -0.000/L1 -0.078/L1

1368

Bi-linear X2; Bi-



1369

Bi-linear X2; Bi-



1370

Bi-linear X2; Bi-



1371 Bi-linear


564




1372

Bi-linear X2; Bi-



1373

Bi-linear X2; Bi-



1374

Bi-linear X2; Bi-


1(HYD) -12 184 -1 0 0 0 -0.477 0.044 -0.000


565


1375

Bi-linear X2; Bi-



1376

Bi-linear X2; Bi-



1377

Bi-linear X2; Bi-




566


1378

Bi-linear X2; Bi-


1(HYD) -341 353 -0 0 0 0 0.126 0.269 -0.000 2(OPE) -231 239 -0 0 0 0 0.085 0.182 -0.000 3(SUS) -228 235 -0 0 0 0 0.084 0.180 -0.000 4(EXP) -3 3 -0 0 0 0 0.001 0.002 -0.000 MAX -341/L1 353/L1 -0/L1 0.126/L1 0.269/L1 -0.000/L1

1379

Bi-linear X2; Bi-



1380

Bi-linear X2; Bi-



X2; Bi-linear Y2

1(HYD) -2006 -0 -791 0 0 0 -0.685 -0.000 -0.007 2(OPE) -1347 -0 -537 0 0 0 -0.460 -0.000 -0.004 3(SUS) -1330 -0 -528 0 0 0 -0.454 -0.000 -0.004 4(EXP) -17 -0 -9 0 0 0 -0.006 -0.000 -0.000


567


1381

Bi-linear X2; Bi-



1382

Bi-linear X2; Bi-



1383

Bi-linear X2; Bi-


1(HYD) 287 -277 -0 0 0 0 0.228 0.111 -0.000 2(OPE) 194 -188 -0 0 0 0 0.154 0.075 -0.000 3(SUS) 192 -185 -0 0 0 0 0.152 0.074 -0.000 4(EXP) 3 -3 -0 0 0 0 0.002 0.001 -0.000 MAX 287/L1 -277/L1 -0/L1 0.228/L1 0.111/L1 -0.000/L1

1384 Bi-linear

X2; Bi-


568


Bi-linear X2 1(HYD) 1324 -1317 -0 0 0 0 0.464 -0.168 -0.000 2(OPE) 895 -890 -0 0 0 0 0.314 -0.114 -0.000 3(SUS) 883 -878 -0 0 0 0 0.310 -0.112 -0.000 4(EXP) 12 -12 -0 0 0 0 0.004 -0.002 -0.000 MAX 1324/L1 -1317/L1 -0/L1 0.464/L1 -0.168/L1 -0.000/L1

1385

Bi-linear X2; Bi-



1386

Bi-linear X2; Bi-



1387

Bi-linear X2; Bi-


1(HYD) 27 -1407 0 0 0 0 1.052 -0.337 0.000 2(OPE) 18 -951 0 0 0 0 0.711 -0.228 0.000


569

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 3(SUS) 18 -938 0 0 0 0 0.702 -0.225 0.000 4(EXP) 0 -13 0 0 0 0 0.010 -0.003 0.000 MAX 27/L1 -1407/L1 0/L1 1.052/L1 -0.337/L1 0.000/L1

1388

Bi-linear X2; Bi-



1389

Bi-linear X2; Bi-



1390

Bi-linear X2; Bi-




570


1391

Bi-linear X2; Bi-



1392

Bi-linear X2; Bi-



1393

Bi-linear X2; Bi-



1394

Bi-linear X2; Bi-



571

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 1(HYD) 289 -0 0 0 0 0 0.249 -0.000 0.000 2(OPE) 195 -0 0 0 0 0 0.168 -0.000 0.000 3(SUS) 193 -0 0 0 0 0 0.166 -0.000 0.000 4(EXP) 3 -0 0 0 0 0 0.002 -0.000 0.000 MAX 289/L1 -0/L1 0/L1 0.249/L1 -0.000/L1 0.000/L1

1395

Bi-linear X2; Bi-



1396

Bi-linear X2; Bi-



1397

Bi-linear X2; Bi-


1(HYD) -312 -0 -3 0 0 0 -0.265 -0.000 -0.000 2(OPE) -210 -0 -2 0 0 0 -0.178 -0.000 -0.000 3(SUS) -207 -0 -2 0 0 0 -0.176 -0.000 -0.000 4(EXP) -3 0 -0 0 0 0 -0.002 0.000 -0.000


572


1398

Bi-linear X2; Bi-



1399

Bi-linear X2; Bi-



1401

Bi-linear X2; Bi-



1402 Bi-linear

X2; Bi-


573


Bi-linear Y2 1(HYD) -38 -15 -4 0 0 0 -1.485 -0.004 -0.001 2(OPE) -25 -15 -2 0 0 0 -0.997 -0.004 -0.001 3(SUS) -25 -15 -2 0 0 0 -0.984 -0.004 -0.001 4(EXP) -0 -0 -0 0 0 0 -0.013 -0.000 -0.000 MAX -38/L1 -15/L1 -4/L1 -1.485/L1 -0.004/L1 -0.001/L1

1404

Bi-linear X2; Bi-



1405

Bi-linear X2; Bi-



1406

Bi-linear X2; Bi-


1(HYD) -113 -2 2 0 0 0 -3.571 -0.000 0.000 2(OPE) -76 -2 1 0 0 0 -2.413 -0.000 0.000


574

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 3(SUS) -75 -2 1 0 0 0 -2.380 -0.000 0.000 4(EXP) -1 0 0 0 0 0 -0.033 0.000 0.000 MAX -113/L1 -2/L1 2/L1 -3.571/L1 -0.000/L1 0.000/L1

1407

Bi-linear X2; Bi-



1408

Bi-linear X2; Bi-



1409

Bi-linear X2; Bi-




575

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 1410 Rigid +Y

1(HYD) -87 -289 0 0 0 0 -1.674 -0.000 0.004 2(OPE) -86 -287 0 0 0 0 -1.125 -0.000 0.003 3(SUS) -86 -287 0 0 0 0 -1.110 -0.000 0.003 4(EXP) 0 0 -0 0 0 0 -0.015 0.000 0.000 MAX -87/L1 -289/L1 0/L1 -1.674/L1 -0.000/L1 0.004/L1

1411

Bi-linear X2; Bi-



1412

Bi-linear X2; Bi-



1413

Bi-linear X2; Bi-


1(HYD) 71 -0 -143 0 0 0 0.440 -0.000 -0.005 2(OPE) 48 -0 -96 0 0 0 0.298 -0.000 -0.004 3(SUS) 47 -0 -95 0 0 0 0.294 -0.000 -0.004


576

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 4(EXP) 1 0 -1 0 0 0 0.004 -0.000 -0.000 MAX 71/L1 -0/L2 -143/L1 0.440/L1 -0.000/L2 -0.005/L1

1414

Bi-linear X2; Bi-



1415

Bi-linear X2; Bi-


1(HYD) 618 0 4 0 0 0 2.319 0.000 0.000 2(OPE) 418 -0 3 0 0 0 1.567 -0.000 0.000 3(SUS) 412 -0 3 0 0 0 1.546 -0.000 0.000 4(EXP) 6 0 0 0 0 0 0.021 -0.000 0.000 MAX 618/L1 -0/L2 4/L1 2.319/L1 -0.000/L2 0.000/L1

1416

Bi-linear X2; Bi-



1417 Bi-linear


577




1418

Bi-linear X2; Bi-



1419

Bi-linear X2; Bi-



1421

Bi-linear X2; Bi-


1(HYD) 87 0 1779 0 0 0 3.978 0.000 0.496


578

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) 59 0 1202 0 0 0 2.689 0.000 0.335 3(SUS) 58 0 1186 0 0 0 2.652 0.000 0.330 4(EXP) 1 -0 16 0 0 0 0.037 -0.000 0.005 MAX 87/L1 0/L1 1779/L1 3.978/L1 0.000/L1 0.496/L1

1422

Bi-linear X2; Bi-


1(HYD) 1891 0 -1793 0 0 0 3.301 0.000 2.075 2(OPE) 1278 0 -1212 0 0 0 2.231 0.000 1.402 3(SUS) 1261 0 -1196 0 0 0 2.201 0.000 1.383 4(EXP) 17 0 -16 0 0 0 0.030 -0.000 0.019 MAX 1891/L1 0/L1 -1793/L1 3.301/L1 0.000/L1 2.075/L1

1423

Bi-linear Z2; Bi-



1424

Bi-linear Z2; Bi-




579


1425

Bi-linear Z2; Bi-



1426

Bi-linear Z2; Bi-



1427

Bi-linear Z2; Bi-



1428 Bi-linear

Z2; Bi-linear X2;


580



1429

Bi-linear Z2; Bi-



1430




1431

Bi-linear X2; Bi-


1(HYD) -65 -19 24 0 0 0 -1.869 -0.003 0.004 2(OPE) -44 -19 15 0 0 0 -1.258 -0.003 0.003


581

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 3(SUS) -43 -19 15 0 0 0 -1.240 -0.003 0.003 4(EXP) -1 -0 0 0 0 0 -0.018 -0.000 0.000 MAX -65/L1 -19/L1 24/L1 -1.869/L1 -0.003/L1 0.004/L1

1432

Bi-linear X2; Bi-



1433

Bi-linear X2; Bi-



1434

Bi-linear X2; Bi-




582


1435

Bi-linear X2; Bi-



1436

Bi-linear X2; Bi-



1437

Bi-linear Z2; Bi-



1438

Bi-linear Z2; Bi-



583

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 1(HYD) 415 -0 10 0 0 0 0.112 -0.000 0.453 2(OPE) 280 -0 7 0 0 0 0.076 -0.000 0.306 3(SUS) 276 -0 7 0 0 0 0.075 -0.000 0.302 4(EXP) 4 0 0 0 0 0 0.001 0.000 0.004 MAX 415/L1 -0/L1 10/L1 0.112/L1 -0.000/L1 0.453/L1

1439

Bi-linear X2; Bi-


1(HYD) -15 -3 30 0 0 0 0.412 -0.001 0.426 2(OPE) -10 -3 21 0 0 0 0.278 -0.001 0.289 3(SUS) -10 -3 20 0 0 0 0.274 -0.001 0.284 4(EXP) -0 0 0 0 0 0 0.004 0.000 0.004 MAX -15/L1 -3/L1 30/L1 0.412/L1 -0.001/L1 0.426/L1

1440

Bi-linear Z2; Bi-



1441

Bi-linear Z2; Bi-


1(HYD) -1786 0 12 0 0 0 -0.428 0.000 0.462 2(OPE) -1206 0 8 0 0 0 -0.289 0.000 0.314 3(SUS) -1189 0 8 0 0 0 -0.285 0.000 0.311 4(EXP) -17 0 0 0 0 0 -0.004 0.000 0.003


584

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. MAX -1786/L1 0/L1 12/L1 -0.428/L1 0.000/L1 0.462/L1

1442

Bi-linear Z2; Bi-


1(HYD) -8 -0 10 0 0 0 -0.002 -0.000 0.375 2(OPE) -6 -0 6 0 0 0 -0.001 -0.000 0.255 3(SUS) -6 -0 6 0 0 0 -0.002 -0.000 0.253 4(EXP) 0 -0 0 0 0 0 0.000 -0.000 0.002 MAX -8/L1 -0/L1 10/L1 -0.002/L1 -0.000/L1 0.375/L1

1443

Bi-linear Z2; Bi-



1444

Bi-linear Z2; Bi-



1445 Bi-linear

Z2; Bi-


585


Bi-linear Y2 1(HYD) -271 0 -2 0 0 0 -0.033 0.000 -0.049 2(OPE) -183 0 -2 0 0 0 -0.022 0.000 -0.032 3(SUS) -181 0 -2 0 0 0 -0.022 0.000 -0.030 4(EXP) -3 -0 -0 0 0 0 -0.000 -0.000 -0.001 MAX -271/L1 0/L3 -2/L1 -0.033/L1 0.000/L3 -0.049/L1

1446

Bi-linear Z2; Bi-



1447

Bi-linear Z2; Bi-



1448

Bi-linear Z2; Bi-


1(HYD) 1628 0 -9 0 0 0 0.390 0.000 -0.351 2(OPE) 1100 0 -6 0 0 0 0.263 0.000 -0.236


586


1449

Bi-linear Z2; Bi-



1450

Bi-linear X2; Bi-



1451

Bi-linear X2; Bi-




587


1452

Bi-linear X2; Bi-



1453

Bi-linear X2; Bi-



1454

Bi-linear X2; Bi-



1455

Bi-linear X2; Bi-



588

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 1(HYD) 323 0 177 0 0 0 2.013 0.000 0.007 2(OPE) 219 0 120 0 0 0 1.361 0.000 0.005 3(SUS) 216 0 118 0 0 0 1.343 0.000 0.004 4(EXP) 3 0 2 0 0 0 0.018 0.000 0.000 MAX 323/L1 0/L1 177/L1 2.013/L1 0.000/L1 0.007/L1

1456

Bi-linear X2; Bi-



1457

Bi-linear X2; Bi-



2145

Bi-linear X2; Bi-


1(HYD) -15 -16 -1103 0 0 0 -0.521 -0.003 -0.231 2(OPE) -10 -16 -747 0 0 0 -0.353 -0.003 -0.157 3(SUS) -10 -16 -735 0 0 0 -0.347 -0.003 -0.154 4(EXP) -0 0 -12 0 0 0 -0.006 0.000 -0.002


589


2155

Bi-linear X2; Bi-



2165 Rigid +Y 1(HYD) 0 -90 0 0 0 0 -0.901 -0.000 0.259 2(OPE) 0 -90 0 0 0 0 -0.612 -0.000 0.176 3(SUS) 0 -90 0 0 0 0 -0.600 -0.000 0.173 4(EXP) 0 0 0 0 0 0 -0.011 0.000 0.003 MAX -90/L1 -0.901/L1 -0.000/L1 0.259/L1

2210

Bi-linear X2; Bi-



2220 Rigid +Y 1(HYD) 0 -91 0 0 0 0 -7.810 -0.000 0.000 2(OPE) 0 -91 0 0 0 0 -5.280 -0.000 0.000 3(SUS) 0 -91 0 0 0 0 -5.206 -0.000 0.000 4(EXP) 0 0 0 0 0 0 -0.074 0.000 0.000


590

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. MAX -91/L1 -7.810/L1 -0.000/L1 0.000/L1

3270

Bi-linear X2; Bi-



3280 Rigid +Y 1(HYD) 0 -91 0 0 0 0 -0.715 -0.000 0.098 2(OPE) 0 -91 0 0 0 0 -0.485 -0.000 0.066 3(SUS) 0 -91 0 0 0 0 -0.476 -0.000 0.066 4(EXP) 0 -0 0 0 0 0 -0.009 -0.000 0.001 MAX -91/L1 -0.715/L1 -0.000/L1 0.098/L1

3350

Bi-linear Z2; Bi-



3360

Bi-linear Z2; Bi-


1(HYD) -274 -17 18 0 0 0 -0.084 -0.005 0.888


591

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) -185 -17 12 0 0 0 -0.057 -0.005 0.601 3(SUS) -182 -17 12 0 0 0 -0.056 -0.005 0.592 4(EXP) -3 0 0 0 0 0 -0.001 -0.000 0.009 MAX -274/L1 -17/L1 18/L1 -0.084/L1 -0.005/L1 0.888/L1

3370 Rigid +Y 1(HYD) 0 -91 0 0 0 0 -0.260 -0.000 0.908 2(OPE) 0 -90 0 0 0 0 -0.176 -0.000 0.617 3(SUS) 0 -90 0 0 0 0 -0.173 -0.000 0.605 4(EXP) 0 0 0 0 0 0 -0.003 -0.000 0.011 MAX -91/L1 -0.260/L1 -0.000/L1 0.908/L1

4370

Bi-linear X2; Bi-



4380

Bi-linear X2; Bi-



4390 Rigid +Y 1(HYD) 0 -91 0 0 0 0 -0.905 -0.000 -0.260


592

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 2(OPE) 0 -90 0 0 0 0 -0.615 -0.000 -0.176 3(SUS) 0 -90 0 0 0 0 -0.603 -0.000 -0.174 4(EXP) 0 0 0 0 0 0 -0.011 0.000 -0.003 MAX -91/L1 -0.905/L1 -0.000/L1 -0.260/L1

4580

Bi-linear Z2; Bi-



4590 Rigid +Y 1(HYD) 0 -91 0 0 0 0 0.000 -0.000 1.496 2(OPE) 0 -91 0 0 0 0 0.000 -0.000 1.013 3(SUS) 0 -91 0 0 0 0 0.000 -0.000 0.997 4(EXP) 0 0 0 0 0 0 0.000 0.000 0.016 MAX -91/L1 0.000/L1 -0.000/L1 1.496/L1

5590

Bi-linear X2; Bi-



5600 Bi-linear

X2; Bi-


593


Bi-linear Y2 1(HYD) -17 -17 -270 0 0 0 -0.880 -0.005 -0.083 2(OPE) -12 -17 -183 0 0 0 -0.596 -0.005 -0.056 3(SUS) -12 -17 -180 0 0 0 -0.587 -0.005 -0.055 4(EXP) -0 0 -3 0 0 0 -0.009 0.000 -0.001 MAX -17/L1 -17/L1 -270/L1 -0.880/L1 -0.005/L1 -0.083/L1

5610 Rigid +Y 1(HYD) 0 -90 0 0 0 0 -0.900 -0.000 -0.258 2(OPE) 0 -90 0 0 0 0 -0.611 -0.000 -0.175 3(SUS) 0 -90 0 0 0 0 -0.600 -0.000 -0.172 4(EXP) 0 0 0 0 0 0 -0.011 0.000 -0.003 MAX -90/L1 -0.900/L1 -0.000/L1 -0.258/L1

6900

Bi-linear X2; Bi-



6910

Bi-linear X2; Bi-




594


6920 Rigid +Y 1(HYD) 0 -91 0 0 0 0 -0.852 -0.000 0.242 2(OPE) 0 -90 0 0 0 0 -0.579 -0.000 0.164 3(SUS) 0 -90 0 0 0 0 -0.568 -0.000 0.161 4(EXP) 0 -0 0 0 0 0 -0.011 -0.000 0.003 MAX -91/L1 -0.852/L1 -0.000/L1 0.242/L1

7910

Bi-linear X2; Bi-



7920

Bi-linear X2; Bi-



7930 Rigid +Y 1(HYD) 0 -90 0 0 0 0 -0.876 -0.000 0.231 2(OPE) 0 -90 0 0 0 0 -0.595 -0.000 0.157 3(SUS) 0 -90 0 0 0 0 -0.584 -0.000 0.154 4(EXP) 0 0 0 0 0 0 -0.011 -0.000 0.002 MAX -90/L1 -0.876/L1 -0.000/L1 0.231/L1


595


8930

Bi-linear X2; Bi-




9950

Bi-linear X2; Bi-



9960

Bi-linear X2; Bi-


1(HYD) -19 -17 288 0 0 0 -0.944 -0.005 0.088 2(OPE) -13 -17 195 0 0 0 -0.639 -0.005 0.060


596

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 3(SUS) -12 -17 192 0 0 0 -0.629 -0.005 0.059 4(EXP) -0 0 3 0 0 0 -0.010 0.000 0.001 MAX -19/L1 -17/L1 288/L1 -0.944/L1 -0.005/L1 0.088/L1


10960

Bi-linear Z2; Bi-



10970 Rigid +Y 1(HYD) 0 -91 0 0 0 0 0.000 -0.000 -1.496 2(OPE) 0 -91 0 0 0 0 0.000 -0.000 -1.013 3(SUS) 0 -91 0 0 0 0 0.000 -0.000 -0.997 4(EXP) 0 0 0 0 0 0 0.000 0.000 -0.016 MAX -91/L1 0.000/L1 -0.000/L1 -1.496/L1

11250

Bi-linear X2; Bi-


1(HYD) 15 -16 -1058 0 0 0 0.526 -0.003 -0.222 2(OPE) 10 -16 -717 0 0 0 0.356 -0.003 -0.151


597

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 3(SUS) 10 -16 -706 0 0 0 0.350 -0.003 -0.148 4(EXP) 0 0 -11 0 0 0 0.006 0.000 -0.002 MAX 15/L1 -16/L1 -1058/L1 0.526/L1 -0.003/L1 -0.222/L1

11260

Bi-linear X2; Bi-




12260

Bi-linear Z2; Bi-



12270 Rigid +Y 1(HYD) 0 -91 0 0 0 0 0.000 -0.000 2.151 2(OPE) 0 -91 0 0 0 0 0.000 -0.000 1.456


598

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 3(SUS) 0 -91 0 0 0 0 0.000 -0.000 1.434 4(EXP) 0 0 0 0 0 0 0.000 -0.000 0.022 MAX -91/L1 0.000/L1 -0.000/L1 2.151/L1

13270

Bi-linear X2; Bi-



13280

Bi-linear X2; Bi-




14310 Bi-linear

X2; Bi-linear Z2;


599




15320

Bi-linear Z2; Bi-



15321

Bi-linear Z2; Bi-




600


15322

Bi-linear Z2; Bi-



15323

Bi-linear Z2; Bi-



15324

Bi-linear Z2; Bi-



15325

Bi-linear Z2; Bi-



601

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. 1(HYD) -1 -10 69 0 0 0 -0.001 -0.005 5.442 2(OPE) -1 -10 47 0 0 0 -0.000 -0.005 3.678 3(SUS) -1 -10 46 0 0 0 -0.000 -0.005 3.628 4(EXP) -0 0 1 0 0 0 -0.000 0.000 0.050 MAX -1/L1 -10/L1 69/L1 -0.001/L1 -0.005/L1 5.442/L1

15326

Bi-linear Z2; Bi-



15327

Bi-linear Z2; Bi-



15328

Bi-linear Z2; Bi-


1(HYD) 3 -8 126 0 0 0 0.001 -0.002 4.985 2(OPE) 2 -8 85 0 0 0 0.000 -0.002 3.369 3(SUS) 2 -8 84 0 0 0 0.000 -0.002 3.323 4(EXP) 0 0 1 0 0 0 0.000 0.000 0.046


602

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. MAX 3/L1 -8/L1 126/L1 0.001/L1 -0.002/L1 4.985/L1

15329

Bi-linear Z2; Bi-




16360

Bi-linear Z2; Bi-



16370 Rigid +Y 1(HYD) 0 -91 0 0 0 0 0.000 -0.000 -2.139 2(OPE) 0 -91 0 0 0 0 0.000 -0.000 -1.447 3(SUS) 0 -91 0 0 0 0 0.000 -0.000 -1.426 4(EXP) 0 0 0 0 0 0 0.000 -0.000 -0.022


603

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX mm. DY mm. DZ mm. MAX -91/L1 0.000/L1 -0.000/L1 -2.139/L1

17370

Bi-linear X2; Bi-



17371

Bi-linear X2; Bi-



17372

Bi-linear X2; Bi-



17380 Bi-linear

X2; Bi-


604


Bi-linear Y2 1(HYD) 16 -10 -4 0 0 0 1.262 -0.005 -0.002 2(OPE) 11 -10 -3 0 0 0 0.853 -0.005 -0.001 3(SUS) 11 -10 -3 0 0 0 0.842 -0.005 -0.001 4(EXP) 0 0 -0 0 0 0 0.012 -0.000 -0.000 MAX 16/L1 -10/L1 -4/L1 1.262/L1 -0.005/L1 -0.002/L1

17390 Rigid +Y 1(HYD) 0 -91 0 0 0 0 1.282 -0.000 0.001 2(OPE) 0 -91 0 0 0 0 0.868 -0.000 0.001 3(SUS) 0 -91 0 0 0 0 0.855 -0.000 0.001 4(EXP) 0 0 0 0 0 0 0.014 -0.000 0.000 MAX -91/L1 1.282/L1 -0.000/L1 0.001/L1

18380

Bi-linear X2; Bi-



18390

Bi-linear X2; Bi-




605


18400 Rigid +Y 1(HYD) 0 -90 0 0 0 0 0.992 -0.000 -0.255 2(OPE) 0 -90 0 0 0 0 0.673 -0.000 -0.172 3(SUS) 0 -90 0 0 0 0 0.661 -0.000 -0.170 4(EXP) 0 0 0 0 0 0 0.012 -0.000 -0.003 MAX -90/L1 0.992/L1 -0.000/L1 -0.255/L1

CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 1 (HYD) WW+HP

606

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 10 -9.932 -0.000 -0.000 -0.0000 -0.0000 0.0000 11 -9.703 0.000 0.000 -0.0000 -0.0000 0.0000 12 -9.479 0.000 0.000 -0.0000 -0.0000 0.0000 13 -9.258 0.000 0.000 -0.0000 -0.0000 0.0000 14 -8.934 -0.000 -0.000 -0.0000 0.0000 -0.0000 15 -5.798 0.000 -0.000 -0.0000 -0.0000 0.0001 16 -5.560 0.000 0.000 -0.0000 -0.0000 -0.0001 17 -5.405 -0.001 0.000 -0.0000 -0.0000 -0.0004 18 -5.251 -0.004 0.000 -0.0000 0.0000 -0.0009 19 -5.176 -0.006 0.000 -0.0000 0.0000 -0.0009 20 -5.100 -0.008 -0.000 -0.0000 0.0000 -0.0006 30 -4.767 -0.000 -0.000 -0.0000 0.0000 0.0002 40 -4.761 -0.000 -0.000 -0.0000 0.0000 -0.0000 50 -4.755 -0.000 -0.000 -0.0000 0.0000 -0.0002 60 -4.425 -0.008 -0.000 -0.0000 -0.0000 0.0006 61 -4.277 -0.004 0.000 -0.0000 -0.0000 0.0009 62 -4.131 -0.001 0.000 -0.0000 -0.0000 0.0004 63 -3.987 0.000 0.000 -0.0000 -0.0000 0.0001 64 -3.774 0.000 -0.000 -0.0000 0.0004 -0.0001 65 -2.166 -0.000 0.000 -0.0000 -0.0036 0.0000 66 -0.693 0.000 -0.008 -0.0000 0.0147 -0.0000 67 -0.515 -0.000 -0.093 -0.0000 0.0015 -0.0000 68 -0.396 -0.000 -0.030 -0.0000 -0.0485 -0.0000 69 -0.278 -0.000 0.387 -0.0000 -0.1602 0.0000 70 0.514 0.000 2.366 -0.0000 0.0042 0.0000 71 -0.160 -0.000 1.401 -0.0000 -0.2726 0.0000 72 0.194 0.000 2.204 -0.0000 -0.2192 0.0000 73 0.297 0.000 2.290 -0.0000 0.0535 0.0001 74 0.089 -0.000 2.216 -0.0000 0.0335 0.0001 75 0.000 -0.000 2.142 0.0000 0.0103 0.0001 76 -0.006 -0.000 2.034 0.0000 -0.0022 0.0001 77 0.000 0.000 1.283 0.0000 0.0005 0.0002 78 -0.000 -0.000 0.106 -0.0000 0.0004 0.0004 79 -0.029 -0.000 -0.474 -0.0000 0.0004 0.0005 80 -0.000 -0.000 -1.054 -0.0000 -0.0022 0.0006 81 -0.000 -0.004 -0.787 -0.0000 0.0866 0.0011 82 0.000 0.001 -0.853 -0.0000 -0.0953 0.0003 89 -0.000 -0.006 -0.628 -0.0000 0.0869 0.0010 90 -0.000 -0.007 -0.476 -0.0000 0.0783 0.0008

100 -0.000 -0.000 -0.043 -0.0000 0.0127 -0.0002 110 0.000 -0.000 -0.014 -0.0000 0.0119 -0.0000 120 0.000 -0.000 0.012 -0.0000 0.0113 0.0002 130 0.000 -0.008 0.000 -0.0000 -0.0033 -0.0006 131 0.000 -0.004 -0.005 -0.0000 -0.0000 -0.0009 132 0.000 -0.001 -0.002 -0.0000 0.0003 -0.0004 133 0.000 0.000 -0.003 -0.0000 -0.0011 -0.0002 134 0.000 0.000 0.003 -0.0000 0.0083 0.0001


607

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 139 -0.663 -0.003 0.185 -0.0000 -0.0022 -0.0001 140 0.000 0.000 0.303 -0.0000 0.0116 -0.0001 145 0.024 0.000 0.007 0.0000 -0.0001 0.0005 146 0.004 -0.000 -0.000 0.0000 0.0000 -0.0001 147 -0.011 0.000 -0.000 0.0000 -0.0000 0.0000 148 -0.043 -0.000 0.000 0.0000 0.0000 -0.0000 149 -0.142 0.000 -0.000 0.0000 -0.0001 0.0000 150 -1.441 0.000 1.228 0.0000 -0.2281 0.0000 151 -0.462 -0.000 0.000 0.0000 0.0004 -0.0000 152 -0.888 0.000 -0.000 0.0000 -0.0010 0.0000 153 -1.377 -0.000 0.000 0.0000 0.0032 0.0000 154 -1.741 0.000 -0.009 0.0000 -0.0098 -0.0000 155 -1.797 0.000 -0.051 0.0000 0.0077 -0.0000 156 -1.835 0.000 0.057 0.0000 0.0546 0.0000 157 -1.874 0.000 0.460 0.0000 0.1329 0.0000 158 -1.913 -0.000 1.201 0.0000 0.1544 0.0000 159 -1.941 -0.000 1.395 0.0000 -0.0595 0.0000 160 0.001 -0.008 0.945 -0.0006 0.0047 0.0000 161 -0.477 0.000 1.177 0.0000 -0.1639 0.0000 162 -0.006 0.000 1.126 0.0000 -0.0615 0.0000 163 0.080 -0.001 1.043 -0.0004 0.0095 0.0000 164 0.031 -0.004 0.994 -0.0009 0.0093 0.0000 165 0.013 -0.006 0.970 -0.0009 0.0069 0.0000 166 0.008 0.000 -0.229 0.0000 0.0121 0.0005 167 -0.096 0.000 -0.443 -0.0000 0.0404 0.0006 168 -0.327 -0.001 -0.437 -0.0001 0.0850 0.0007 170 -0.011 -0.000 0.837 0.0002 -0.0012 0.0000 180 -0.008 -0.000 0.836 0.0000 -0.0012 0.0000 190 -0.006 -0.000 0.834 -0.0002 -0.0012 0.0000 200 -0.000 -0.008 0.729 0.0006 0.0012 0.0000 201 -0.009 -0.004 0.682 0.0009 0.0010 0.0000 202 -0.004 -0.001 0.635 0.0004 -0.0059 0.0000 203 0.050 0.000 0.589 0.0001 -0.0217 0.0000 210 0.352 0.000 0.492 0.0000 -0.0283 0.0000 211 0.112 0.000 0.470 -0.0001 0.0341 0.0000 212 0.011 -0.001 0.459 -0.0004 0.0140 0.0000 213 -0.020 -0.004 0.449 -0.0009 0.0032 0.0001 214 0.185 0.000 0.245 0.0000 -0.0525 0.0000 215 0.019 0.000 0.060 0.0000 -0.0281 0.0000 216 -0.148 -0.000 -0.009 0.0000 -0.0071 0.0000 217 -0.398 -0.000 -0.005 0.0000 0.0029 -0.0000 218 -2.275 -0.000 0.000 0.0000 -0.0007 0.0000 219 -0.023 -0.006 0.444 -0.0009 0.0011 0.0001 220 -0.024 -0.008 0.439 -0.0006 0.0000 0.0001 221 -4.532 0.000 -0.000 0.0000 0.0002 -0.0000 222 -6.783 0.000 0.000 0.0000 -0.0000 0.0000 223 -7.112 -0.000 -0.000 0.0000 0.0000 0.0002 224 -7.335 -0.002 -0.000 0.0000 0.0000 0.0005 225 -7.561 -0.004 -0.000 0.0000 0.0000 0.0004


608

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 230 -0.016 -0.000 0.416 0.0002 -0.0013 0.0001 240 -0.013 -0.000 0.416 0.0000 -0.0013 0.0001 250 -0.010 -0.000 0.416 -0.0002 -0.0013 0.0001 260 -0.000 -0.008 0.397 0.0006 -0.0005 0.0001 261 0.001 -0.004 0.388 0.0009 -0.0000 0.0001 262 0.000 -0.001 0.380 0.0004 0.0001 0.0001 263 0.000 0.000 0.371 0.0001 0.0001 0.0001 264 -0.000 0.000 0.359 -0.0001 0.0000 0.0001 265 -0.000 -0.000 0.279 0.0000 0.0001 0.0001 266 0.000 -0.000 0.168 -0.0000 -0.0003 0.0001 267 -0.000 0.000 0.061 0.0000 0.0016 0.0002 268 0.000 -0.000 -0.060 -0.0002 -0.0077 0.0003 270 0.000 0.000 -0.237 0.0008 0.0293 0.0004 271 -0.000 -0.000 -0.488 -0.0019 -0.0075 0.0003 272 0.000 0.006 -0.771 0.0071 0.0007 0.0002 273 -0.001 0.035 -0.808 -0.0063 -0.0001 0.0002 274 -0.000 -0.049 -0.833 -0.0407 -0.0001 0.0001 275 0.000 -0.795 -0.793 0.1523 -0.0001 0.0001 276 -0.000 0.910 0.720 -0.1144 -0.0000 0.0001 277 -0.000 -0.345 -0.858 -0.0961 -0.0001 0.0001 278 0.000 -0.290 -0.332 0.1184 -0.0001 0.0001 279 -0.000 -0.021 -0.107 0.0518 -0.0001 0.0001 280 -0.009 -0.000 -0.271 0.0010 -0.0011 0.0000 281 0.000 -0.872 -0.884 -0.1054 -0.0000 0.0001 282 0.000 -0.950 -0.897 0.0346 -0.0000 0.0001 283 -0.000 0.137 -0.000 0.0500 -0.0001 0.0001 284 0.000 0.394 0.213 0.1123 -0.0001 0.0001 285 -0.000 0.872 0.646 0.1416 -0.0001 0.0001 286 -0.000 1.008 0.738 0.0207 -0.0000 0.0001 287 0.000 0.353 0.692 -0.1006 -0.0000 0.0001 288 -0.000 0.046 0.664 -0.0418 0.0000 0.0001 289 -0.000 -0.038 0.637 -0.0062 0.0000 0.0001 290 -0.156 -0.008 -0.000 0.0008 -0.0001 0.0006 291 0.000 -0.007 0.597 0.0074 -0.0000 0.0001 292 -0.000 0.000 0.313 -0.0025 0.0002 0.0001 293 -0.023 -0.050 0.021 0.0004 0.0003 0.0000 294 -0.116 0.000 -0.001 0.0009 0.0015 -0.0001 295 -0.129 0.000 0.002 0.0008 -0.0001 0.0001 296 -0.138 -0.001 0.001 0.0008 -0.0002 0.0004 297 -0.147 -0.004 0.000 0.0008 -0.0001 0.0009 298 -0.152 -0.006 -0.000 0.0008 -0.0001 0.0009 299 -0.007 0.000 -0.155 0.0009 -0.0080 -0.0000 300 -0.176 -0.000 -0.000 0.0008 0.0000 -0.0002 301 -0.230 -0.002 -0.093 0.0008 0.0268 0.0005 302 -0.465 -0.004 -0.004 0.0008 0.0149 0.0004 310 -0.176 -0.000 -0.000 0.0008 0.0000 -0.0000 320 -0.176 -0.000 -0.000 0.0008 0.0000 0.0002 330 -0.199 -0.008 -0.000 0.0008 0.0000 -0.0006 331 -0.210 -0.004 0.000 0.0008 0.0000 -0.0009


609

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 332 -0.220 -0.001 0.000 0.0008 0.0000 -0.0004 333 -0.231 0.000 0.000 0.0007 0.0000 -0.0001 334 -0.247 0.000 -0.000 0.0007 -0.0000 0.0001 335 -0.375 -0.000 0.000 0.0006 0.0002 -0.0000 336 -0.698 0.000 -0.000 0.0004 -0.0011 0.0000 337 -1.175 -0.000 0.000 0.0002 0.0040 -0.0000 338 -1.500 0.000 -0.010 0.0001 -0.0122 -0.0000 339 -1.549 0.000 -0.068 0.0001 0.0064 -0.0000 340 -1.390 0.000 1.676 0.0000 -0.2000 0.0000 341 -1.583 0.000 0.043 0.0001 0.0598 0.0000 342 -1.617 -0.000 0.499 0.0001 0.1560 0.0000 343 -1.652 -0.000 1.398 0.0000 0.2025 0.0000 344 -1.752 -0.000 1.771 0.0000 0.0020 0.0000 345 -0.498 0.000 1.641 0.0000 -0.1550 0.0000 346 -0.044 0.000 1.607 -0.0000 -0.0597 0.0000 347 0.067 0.000 1.574 -0.0000 -0.0065 0.0000 348 0.010 -0.000 1.525 -0.0000 0.0121 0.0000 349 -0.000 -0.000 1.206 0.0000 -0.0039 0.0000 350 -0.005 0.000 -0.061 0.0006 -0.0070 0.0000 351 0.000 -0.000 0.778 -0.0000 0.0013 0.0000 352 -0.000 0.000 0.404 0.0000 -0.0005 0.0000 353 -0.000 -0.000 0.123 -0.0000 0.0003 0.0000 354 0.000 0.000 0.032 0.0000 -0.0006 0.0000 355 -0.000 -0.000 -0.009 -0.0002 0.0019 0.0000 356 0.000 0.000 -0.152 -0.0002 0.0017 0.0000 357 -0.000 -0.000 -0.412 0.0000 0.0001 0.0000 358 0.000 0.000 -0.779 -0.0000 -0.0012 0.0000 359 -0.000 -0.000 -1.203 0.0000 0.0039 0.0000 360 -1.666 -0.000 -1.397 -0.0000 -0.2019 0.0000 361 0.010 0.000 -1.520 -0.0000 -0.0122 0.0000 362 0.067 -0.000 -1.568 0.0000 0.0065 0.0000 363 -0.044 -0.000 -1.601 0.0000 0.0599 0.0000 364 -0.499 0.000 -1.635 -0.0000 0.1557 0.0000 365 -1.396 -0.000 -1.669 -0.0000 0.2015 0.0000 366 -1.764 -0.000 -1.766 -0.0000 -0.0003 0.0000 367 -1.632 0.000 -0.499 -0.0000 -0.1559 0.0000 368 -1.598 0.000 -0.044 -0.0000 -0.0599 -0.0000 369 -1.565 0.000 0.067 -0.0000 -0.0065 -0.0000 370 0.040 0.000 -0.004 -0.0000 -0.0041 0.0006 371 -1.516 -0.000 0.010 -0.0000 0.0122 -0.0000 372 -1.199 0.000 -0.000 -0.0000 -0.0040 0.0000 373 -0.773 -0.000 0.000 -0.0000 0.0013 -0.0000 374 -0.401 0.000 -0.000 -0.0000 -0.0005 0.0000 375 -0.122 -0.000 0.000 -0.0000 0.0002 -0.0000 376 -0.032 0.000 0.000 -0.0000 -0.0004 0.0001 377 0.003 -0.000 -0.000 -0.0000 0.0011 -0.0002 378 0.058 0.000 0.000 0.0001 0.0010 -0.0001 379 0.170 -0.000 -0.000 0.0002 -0.0003 0.0000 380 1.461 -0.003 -0.812 -0.0001 -0.2719 -0.0001


610

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 381 0.544 0.000 -0.000 0.0003 0.0004 -0.0000 382 1.046 -0.000 0.000 0.0004 -0.0010 0.0000 383 0.425 -0.001 -0.746 -0.0010 -0.1662 -0.0001 384 -0.017 0.007 -0.680 -0.0033 -0.0532 -0.0000 385 0.002 -1.195 -0.265 -0.0640 -0.0005 0.0001 386 0.000 0.588 -1.515 0.0509 -0.0000 -0.0002 387 0.000 -0.907 -0.472 -0.0640 -0.0004 -0.0000 388 -0.000 -0.729 -0.571 -0.0301 -0.0002 -0.0001 389 1.621 -0.000 -0.000 0.0004 0.0030 -0.0000 390 0.000 -0.008 -0.396 0.0006 0.0001 -0.0001 391 2.050 0.000 0.008 0.0004 -0.0091 0.0000 392 2.115 0.000 0.050 0.0004 0.0052 0.0000 393 2.160 0.000 -0.036 0.0004 0.0457 -0.0000 394 2.206 -0.000 -0.381 0.0004 0.1175 -0.0000 395 2.253 -0.000 -1.055 0.0004 0.1495 -0.0001 396 2.212 -0.001 -1.108 0.0005 -0.1479 -0.0003 397 -0.098 0.029 -0.614 -0.0062 -0.0026 -0.0000 398 -0.039 0.056 -0.512 0.0062 0.0097 0.0001 399 -0.007 -0.027 -0.447 0.0434 0.0046 0.0001 400 0.002 -0.000 -0.331 -0.0002 0.0001 -0.0001 401 0.003 -0.357 -0.382 0.1136 0.0011 0.0001 402 0.004 -1.017 -0.317 0.1514 -0.0002 0.0002 403 0.003 -1.215 -0.264 0.0602 -0.0006 0.0002 404 -0.000 -0.564 -0.631 -0.0522 -0.0002 -0.0002 405 -0.000 -0.257 -0.860 -0.1324 -0.0002 -0.0002 406 0.000 0.334 -1.373 -0.1837 -0.0001 -0.0002 407 0.000 0.562 -1.514 -0.0946 -0.0001 -0.0002 408 -0.000 0.265 -1.473 0.0637 -0.0000 -0.0002 409 -0.000 0.054 -1.433 0.0308 0.0000 -0.0002 410 0.002 -0.000 -0.330 -0.0000 0.0001 -0.0001 411 -0.000 -0.016 -1.392 0.0066 0.0000 -0.0002 412 0.000 -0.005 -1.333 -0.0041 0.0000 -0.0002 413 0.000 0.000 -0.904 0.0010 0.0000 -0.0002 414 -0.000 0.000 -0.529 -0.0002 -0.0000 -0.0001 415 -0.000 0.000 -0.484 0.0001 -0.0000 -0.0001 416 -0.000 -0.001 -0.455 0.0004 0.0000 -0.0001 417 0.000 -0.004 -0.425 0.0009 0.0001 -0.0001 418 0.000 -0.006 -0.410 0.0009 0.0001 -0.0001 419 0.221 0.000 -0.019 0.0006 -0.0153 0.0000 420 0.002 -0.000 -0.329 0.0002 0.0001 -0.0001 421 0.446 0.000 0.099 0.0007 -0.0422 -0.0000 422 0.439 -0.001 0.334 0.0007 -0.0857 -0.0001 423 0.013 0.000 0.221 -0.0000 -0.0130 0.0006 424 -0.098 0.000 0.446 0.0000 -0.0410 0.0007 425 -0.331 -0.001 0.439 0.0001 -0.0855 0.0007 430 -0.000 -0.008 -0.267 -0.0006 -0.0006 -0.0001 431 -0.003 -0.004 -0.240 -0.0009 0.0004 -0.0001 432 0.006 -0.001 -0.212 -0.0004 0.0045 -0.0001 433 0.039 0.000 -0.184 -0.0001 0.0112 -0.0001


611

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 434 -0.091 0.000 -0.105 0.0001 -0.0696 -0.0001 440 -1.054 0.000 -0.025 -0.0001 0.0243 -0.0000 441 -0.261 0.000 -0.022 0.0001 0.0861 -0.0000 442 -0.013 -0.001 -0.020 0.0004 0.0328 -0.0000 443 0.051 -0.004 -0.018 0.0009 0.0054 -0.0000 444 0.055 -0.006 -0.017 0.0009 0.0001 -0.0000 445 0.050 -0.008 -0.016 0.0006 -0.0025 -0.0000 446 -0.516 -0.000 -0.000 -0.0000 -0.0036 -0.0000 447 -0.359 0.000 0.000 -0.0000 0.0004 0.0001 448 -0.339 0.000 -0.000 -0.0000 -0.0000 -0.0001 449 -0.326 -0.001 -0.000 -0.0000 -0.0001 -0.0004 450 0.014 -0.000 -0.012 -0.0002 -0.0025 -0.0000 451 -0.313 -0.004 -0.000 -0.0000 -0.0000 -0.0009 460 0.009 -0.000 -0.013 -0.0000 -0.0024 -0.0000 470 0.003 -0.000 -0.013 0.0002 -0.0024 -0.0000 480 -0.000 -0.008 -0.011 -0.0006 0.0003 -0.0000 481 0.000 -0.004 -0.011 -0.0009 0.0000 -0.0000 482 0.000 -0.001 -0.010 -0.0004 -0.0000 -0.0000 483 0.000 0.000 -0.009 -0.0001 -0.0000 -0.0000 484 -0.000 0.000 -0.008 0.0001 -0.0000 -0.0000 485 0.000 0.796 0.846 0.1597 0.0000 -0.0000 486 0.000 -0.935 -0.731 -0.1176 0.0000 -0.0000 487 -0.000 0.273 0.360 0.1230 0.0000 -0.0000 488 -0.000 0.002 0.126 0.0505 0.0000 -0.0000 489 -0.000 -0.000 -0.000 -0.0000 0.0000 -0.0000 490 0.032 -0.000 0.166 -0.0002 0.0006 -0.0000 491 0.000 0.000 0.015 -0.0000 -0.0000 -0.0000 492 -0.000 -0.000 0.041 0.0000 0.0000 -0.0000 493 0.000 0.000 0.213 -0.0003 -0.0000 -0.0000 494 -0.000 -0.000 0.433 0.0007 0.0000 -0.0000 495 0.000 0.000 0.680 -0.0022 0.0000 -0.0000 496 -0.000 -0.007 0.862 0.0070 -0.0000 -0.0000 497 -0.000 -0.035 0.890 -0.0066 -0.0000 -0.0000 498 -0.448 0.000 0.000 -0.0002 -0.0005 0.0000 499 -1.014 -0.000 -0.000 -0.0001 -0.0037 0.0000 500 -1.346 0.000 -1.727 -0.0000 0.1896 0.0000 501 -0.000 0.051 0.909 -0.0415 0.0000 -0.0000 502 0.000 0.352 0.929 -0.0974 0.0000 -0.0000 503 0.000 0.884 0.949 -0.1056 0.0000 -0.0000 504 0.000 0.959 0.958 0.0396 0.0000 -0.0000 505 0.000 -0.155 0.017 0.0478 0.0000 -0.0000 506 0.000 -0.411 -0.202 0.1149 0.0000 -0.0000 507 -0.000 -0.898 -0.652 0.1455 0.0000 -0.0000 508 -0.000 -1.036 -0.747 0.0212 0.0000 -0.0000 509 -0.000 -0.362 -0.708 -0.1033 -0.0000 -0.0000 510 -0.000 -0.000 -0.440 0.0000 0.0002 -0.0000 511 -0.000 -0.047 -0.686 -0.0429 -0.0000 -0.0000 512 -0.000 0.039 -0.664 -0.0063 -0.0000 -0.0000 513 0.000 0.007 -0.631 0.0075 0.0000 -0.0000


612

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 514 -0.000 -0.000 -0.408 -0.0022 -0.0000 -0.0000 515 0.000 0.000 -0.114 0.0006 0.0002 -0.0000 516 0.012 -0.008 0.026 -0.0001 0.0004 -0.0000 517 -1.385 0.000 0.010 -0.0000 0.0124 -0.0000 518 -1.441 0.000 0.070 -0.0000 -0.0060 -0.0000 519 -1.478 0.000 -0.039 -0.0000 -0.0595 0.0000 520 0.001 -0.008 -0.056 0.0006 0.0001 -0.0000 521 -1.517 -0.000 -0.495 -0.0000 -0.1571 0.0000 522 -1.555 -0.000 -1.406 -0.0000 -0.2079 0.0000 523 -1.670 -0.000 -1.807 -0.0000 -0.0149 0.0000 524 -0.489 0.000 -1.691 -0.0000 0.1499 0.0000 525 -0.047 0.000 -1.656 0.0000 0.0585 0.0000 526 0.063 0.000 -1.622 0.0000 0.0068 0.0000 527 0.010 -0.000 -1.571 0.0000 -0.0116 0.0000 528 -0.000 -0.000 -1.240 0.0000 0.0039 0.0000 529 0.000 0.000 -0.754 -0.0000 -0.0010 0.0000 530 0.002 -0.000 -0.041 -0.0002 0.0001 -0.0000 531 0.000 0.000 -0.289 -0.0000 -0.0001 -0.0000 532 -0.000 -0.000 -0.166 0.0000 0.0000 -0.0000 533 -0.000 0.000 -0.087 -0.0001 -0.0000 -0.0000 534 -0.000 0.000 -0.076 0.0001 -0.0000 -0.0000 535 -0.000 -0.001 -0.069 0.0004 0.0000 -0.0000 536 0.000 -0.004 -0.063 0.0009 0.0001 -0.0000 537 0.000 -0.006 -0.059 0.0009 0.0001 -0.0000 538 0.360 -0.000 0.088 -0.0002 0.0030 0.0000 540 0.003 -0.000 -0.041 0.0000 0.0001 -0.0000 550 0.003 -0.000 -0.041 0.0002 0.0001 -0.0000 560 0.000 -0.008 -0.029 -0.0006 -0.0009 -0.0000 561 -0.006 -0.004 -0.024 -0.0009 -0.0026 -0.0000 562 -0.024 -0.001 -0.018 -0.0004 -0.0051 -0.0000 563 -0.048 0.000 -0.013 -0.0001 -0.0033 -0.0000 564 0.202 0.000 -0.002 0.0000 0.0872 -0.0000 569 0.760 0.000 0.004 0.0000 0.1069 -0.0000 570 1.105 -0.000 0.010 -0.0000 -0.0026 -0.0000 571 0.342 0.000 -0.000 -0.0000 0.0006 0.0000 572 0.106 -0.000 0.000 -0.0000 -0.0001 0.0000 573 0.035 0.000 -0.000 -0.0000 -0.0001 -0.0000 574 0.017 -0.000 0.000 -0.0000 0.0004 0.0000 575 0.217 0.000 0.062 -0.0000 -0.0887 -0.0000 576 -0.047 0.000 0.114 0.0001 0.0014 -0.0000 577 -0.026 -0.001 0.140 0.0004 0.0051 -0.0000 578 -0.006 -0.004 0.165 0.0009 0.0033 -0.0000 580 0.012 0.000 -0.001 -0.0000 -0.0015 -0.0001 581 0.005 0.000 0.228 -0.0000 -0.0013 -0.0001 582 0.001 0.000 0.457 0.0000 -0.0005 -0.0001 583 -0.001 -0.000 0.686 0.0001 -0.0001 -0.0001 584 -0.001 -0.000 0.786 0.0002 -0.0000 -0.0001 585 -0.000 -0.002 1.016 0.0005 0.0001 -0.0001 586 -0.000 -0.004 1.246 0.0004 0.0000 -0.0001


613

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 590 0.034 0.000 -0.010 0.0000 -0.0028 0.0004 591 0.020 -0.000 -0.000 0.0002 0.0008 -0.0001 592 0.009 0.000 0.000 0.0004 -0.0002 0.0000 593 0.003 0.000 -0.000 0.0006 0.0000 -0.0001 594 0.002 0.000 0.000 0.0006 -0.0000 0.0001 595 0.002 -0.001 0.000 0.0006 -0.0000 0.0004 596 0.001 -0.004 -0.000 0.0006 -0.0000 0.0009 597 0.011 0.000 0.215 -0.0000 -0.0121 0.0005 598 -0.096 -0.000 0.440 0.0000 -0.0403 0.0006 599 0.001 -0.006 -0.000 0.0006 -0.0000 0.0009 600 0.001 -0.008 -0.000 0.0006 -0.0000 0.0006 601 -0.327 -0.001 0.435 0.0002 -0.0846 0.0007 610 -0.000 -0.000 -0.000 0.0007 0.0000 -0.0002 620 0.000 -0.000 0.000 0.0007 0.0000 -0.0000 630 0.000 -0.000 0.000 0.0007 0.0000 0.0002 640 -0.000 -0.008 0.000 0.0007 -0.0000 -0.0006 641 -0.001 -0.004 -0.000 0.0007 -0.0000 -0.0009 642 -0.001 -0.001 -0.000 0.0007 -0.0001 -0.0004 643 -0.001 0.000 -0.001 0.0007 -0.0000 -0.0001 644 -0.002 0.000 0.000 0.0007 0.0006 0.0000 645 -0.006 -0.000 -0.000 0.0009 -0.0046 -0.0000 799 -0.000 -0.006 0.178 0.0009 0.0023 -0.0000 800 0.004 -0.008 0.191 0.0006 0.0015 -0.0000 810 0.008 -0.000 0.248 -0.0002 -0.0005 -0.0000 820 0.006 -0.000 0.248 -0.0000 -0.0005 -0.0000 825 0.005 -0.000 0.249 0.0002 -0.0005 -0.0000 830 0.000 -0.008 0.309 -0.0006 -0.0003 -0.0000 831 -0.000 -0.004 0.337 -0.0008 -0.0000 -0.0000 832 -0.000 -0.001 0.364 -0.0003 0.0000 -0.0000 833 -0.000 -0.001 0.391 -0.0001 0.0000 -0.0000 835 0.000 0.828 0.690 0.1432 0.0000 -0.0000 836 -0.000 -0.877 -0.784 -0.1083 0.0000 -0.0000 837 -0.000 0.345 0.256 0.1127 0.0000 -0.0000 838 0.000 0.001 0.433 -0.0007 0.0000 -0.0000 839 0.000 -0.011 0.632 0.0060 -0.0000 -0.0000 840 -0.091 0.000 -0.017 0.0007 -0.0015 -0.0002 841 -0.000 -0.036 0.676 -0.0064 -0.0000 -0.0000 842 -0.000 0.047 0.706 -0.0407 -0.0000 -0.0000 843 -0.000 0.344 0.736 -0.0972 0.0000 -0.0000 844 0.000 0.881 0.766 -0.1092 0.0000 -0.0000 845 0.000 0.970 0.784 0.0255 0.0000 -0.0000 846 -0.000 0.085 0.045 0.0499 0.0000 -0.0000 847 0.000 -0.073 -0.057 0.0501 0.0000 -0.0000 848 0.000 -0.334 -0.269 0.1134 0.0000 -0.0000 849 0.000 -0.820 -0.706 0.1443 0.0000 -0.0000 850 -0.000 -0.963 -0.801 0.0270 0.0000 -0.0000 851 -0.000 -0.343 -0.754 -0.0968 -0.0000 -0.0001 852 -0.000 -0.047 -0.724 -0.0406 -0.0000 -0.0001 853 -0.000 0.036 -0.694 -0.0061 -0.0000 -0.0001


614

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 854 0.000 0.006 -0.650 0.0071 0.0001 -0.0001 855 -0.000 -0.000 -0.324 -0.0018 -0.0009 -0.0001 856 0.000 -0.000 0.014 -0.0002 0.0013 -0.0001 857 -0.000 0.000 0.067 0.0001 -0.0029 -0.0001 900 0.016 -0.000 0.004 0.0000 -0.0001 0.0006 901 0.011 0.000 -0.000 0.0000 0.0002 -0.0002 902 0.024 -0.000 0.000 0.0000 -0.0008 0.0000 903 0.075 0.000 -0.000 0.0000 0.0031 0.0000 904 0.208 -0.000 0.000 0.0000 -0.0109 -0.0001 905 -0.070 0.000 -0.405 -0.0000 0.0352 0.0007 906 -0.285 -0.001 -0.406 -0.0001 0.0791 0.0007 910 0.576 -0.000 0.007 0.0000 0.0403 0.0002 911 0.787 0.000 -0.004 0.0000 -0.0156 -0.0001 912 1.003 -0.000 0.071 0.0000 0.0138 0.0000 913 1.059 0.000 -0.041 0.0000 0.0573 0.0000 914 1.115 0.000 -0.482 0.0000 0.1562 -0.0000 915 1.171 0.000 -1.410 0.0000 0.2214 -0.0000 916 1.339 0.000 -1.900 0.0000 0.0606 -0.0000 917 0.008 -0.000 -0.410 -0.0000 0.0850 0.0004 918 -0.300 -0.001 -0.383 -0.0002 0.0946 0.0005 920 1.160 -0.000 -1.875 0.0000 -0.1480 -0.0000 921 0.446 -0.000 -1.830 -0.0000 -0.1282 -0.0000 922 0.057 -0.000 -1.786 -0.0000 -0.0529 -0.0000 923 -0.049 -0.000 -1.743 -0.0000 -0.0076 -0.0000 924 -0.009 0.000 -1.680 -0.0000 0.0093 -0.0000 925 0.000 -0.000 -1.259 0.0000 -0.0014 -0.0000 926 -0.000 0.000 -0.692 -0.0000 -0.0073 -0.0000 930 0.001 0.000 -0.229 0.0000 0.0306 -0.0000 931 0.000 -0.000 0.335 -0.0000 -0.0041 -0.0000 932 -0.000 -0.000 0.784 0.0000 -0.0002 -0.0000 933 0.000 -0.000 1.264 0.0000 0.0034 -0.0000 934 -0.010 -0.000 1.615 -0.0000 -0.0109 -0.0000 935 -0.059 0.000 1.669 -0.0000 0.0071 -0.0000 936 0.050 0.000 1.705 -0.0000 0.0569 -0.0000 937 0.477 0.000 1.743 0.0000 0.1436 -0.0000 938 1.292 -0.000 1.781 0.0000 0.1772 -0.0000 939 1.572 -0.000 1.843 0.0000 -0.0295 -0.0000 940 1.440 -0.000 1.412 0.0000 -0.2134 -0.0000 941 1.396 0.000 0.489 0.0000 -0.1581 -0.0000 942 1.353 0.000 0.034 0.0000 -0.0592 -0.0000 943 1.311 0.000 -0.073 0.0000 -0.0056 -0.0000 944 1.248 -0.000 -0.010 0.0000 0.0139 0.0000 945 0.838 0.000 -0.001 0.0000 -0.0171 -0.0001 946 -0.228 0.000 -0.086 0.0000 0.0254 -0.0000 947 -0.457 0.000 -0.010 0.0000 0.0103 0.0000 948 -0.686 -0.000 0.011 0.0000 0.0015 0.0001 949 -0.787 -0.000 0.011 0.0000 -0.0000 0.0002 950 0.467 -0.000 0.006 0.0000 0.0558 0.0004 951 0.136 -0.000 0.000 0.0000 -0.0160 -0.0001


615

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 952 -1.016 -0.002 0.007 0.0000 -0.0012 0.0005 953 -1.246 -0.004 0.002 0.0000 -0.0010 0.0004 954 0.168 0.000 -0.222 0.0000 0.0613 0.0005 955 -0.108 -0.000 -0.450 -0.0000 0.0672 0.0005 956 -0.385 -0.001 -0.431 -0.0002 0.0923 0.0006 960 0.017 0.000 0.000 0.0000 0.0028 0.0000 961 0.004 -0.000 0.000 0.0000 -0.0004 -0.0000 962 0.002 0.000 -0.000 0.0000 0.0001 -0.0000 963 0.001 -0.000 0.000 0.0000 -0.0000 0.0000 964 0.000 0.000 -0.000 0.0000 -0.0000 -0.0001 965 -0.000 0.000 -0.000 0.0000 0.0000 0.0001 966 -0.000 -0.001 0.000 0.0000 0.0001 0.0004 967 -0.000 -0.004 0.001 0.0000 0.0003 0.0009 968 0.006 0.000 -0.228 0.0000 0.0020 0.0000 969 -0.000 -0.006 0.002 0.0000 0.0004 0.0009 970 -0.000 -0.008 0.002 -0.0000 0.0004 0.0006 971 0.000 0.000 -0.457 -0.0000 0.0007 0.0000 972 -0.001 -0.000 -0.686 -0.0001 0.0001 0.0000 973 -0.001 -0.000 -0.787 -0.0002 -0.0000 0.0000 974 -0.000 -0.002 -1.016 -0.0005 -0.0001 0.0000 975 -0.000 -0.004 -1.246 -0.0004 -0.0001 0.0000 980 -0.000 -0.000 0.002 -0.0000 -0.0010 -0.0002 990 0.000 -0.000 -0.000 -0.0000 -0.0011 0.0000 1000 0.000 -0.000 -0.003 -0.0000 -0.0011 0.0002 1010 0.000 -0.008 0.000 -0.0000 0.0041 -0.0006 1011 0.000 -0.004 0.026 -0.0000 0.0041 -0.0009 1012 0.000 -0.001 0.026 -0.0000 -0.0101 -0.0005 1013 0.000 0.001 -0.082 -0.0000 -0.0474 -0.0002 1014 0.000 0.001 -0.509 -0.0000 -0.1073 0.0000 1199 -0.307 -0.006 0.000 -0.0000 -0.0000 -0.0009 1200 -0.300 -0.008 0.000 -0.0000 -0.0000 -0.0006 1210 -0.272 -0.000 0.000 -0.0000 0.0000 0.0002 1220 -0.272 -0.000 0.000 -0.0000 0.0000 -0.0000 1230 -0.272 -0.000 0.000 -0.0000 0.0000 -0.0002 1240 -0.247 -0.008 -0.000 -0.0000 0.0000 0.0006 1241 -0.236 -0.004 -0.000 -0.0000 -0.0000 0.0009 1242 -0.225 -0.001 0.000 -0.0000 -0.0001 0.0004 1243 -0.214 0.000 0.001 0.0000 -0.0003 0.0001 1244 -0.179 0.000 -0.004 0.0000 0.0019 -0.0000 1250 -0.145 -0.000 0.020 0.0000 -0.0122 -0.0002 1251 -0.058 0.000 -0.206 -0.0000 -0.0244 -0.0003 1252 0.093 -0.000 -0.432 -0.0001 -0.0471 -0.0004 1253 0.333 -0.001 -0.424 -0.0002 -0.0852 -0.0005 1260 -0.055 -0.000 -0.001 0.0000 0.0079 0.0001 1261 -0.015 0.000 -0.000 0.0000 -0.0020 -0.0000 1262 0.001 0.000 0.000 0.0000 0.0001 0.0000 1263 0.017 -0.000 -0.000 0.0000 0.0015 -0.0000 1264 0.060 0.000 0.000 0.0000 -0.0061 0.0001 1265 -0.019 -0.000 0.225 -0.0000 0.0061 0.0001


616

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 1266 -0.002 0.000 0.452 -0.0000 0.0024 0.0001 1267 0.003 0.000 0.679 -0.0000 0.0004 0.0001 1268 0.001 0.000 1.060 -0.0000 -0.0003 0.0001 1269 0.000 -0.000 1.443 0.0002 -0.0001 0.0001 1270 0.213 0.000 0.005 0.0000 0.0239 -0.0006 1271 -0.000 -0.002 1.672 0.0005 -0.0000 0.0001 1272 -0.000 -0.004 1.901 0.0004 0.0000 0.0001 1273 0.092 0.000 -0.401 -0.0000 -0.0160 -0.0006 1274 0.272 -0.001 -0.413 -0.0001 -0.0731 -0.0007 1280 0.959 -0.000 -0.000 0.0000 -0.0000 0.0001 1281 1.445 0.000 0.008 0.0000 -0.0119 -0.0000 1282 1.503 -0.000 0.064 0.0000 0.0062 0.0000 1283 1.543 -0.000 -0.043 0.0000 0.0576 0.0000 1284 1.583 -0.000 -0.481 0.0000 0.1496 0.0000 1285 1.624 0.000 -1.342 0.0000 0.1927 0.0000 1286 1.718 0.000 -1.688 0.0000 -0.0033 0.0000 1290 1.355 0.000 -1.587 0.0000 -0.1967 0.0000 1291 0.483 -0.000 -1.545 0.0000 -0.1511 0.0000 1292 0.042 -0.000 -1.504 -0.0000 -0.0579 0.0000 1293 -0.065 -0.000 -1.463 -0.0000 -0.0064 0.0000 1294 -0.014 0.000 -1.404 -0.0000 0.0103 0.0000 1295 0.001 -0.000 -1.113 0.0000 -0.0007 0.0000 1300 -0.000 0.000 -0.851 -0.0000 -0.0064 0.0000 1310 0.005 0.000 -0.329 0.0000 0.0436 0.0000 1311 0.000 0.000 -0.047 -0.0000 -0.0096 0.0000 1312 -0.000 -0.008 0.386 0.0007 -0.0000 -0.0000 1313 -0.000 -0.000 0.070 0.0000 0.0017 0.0000 1314 -0.000 -0.001 0.404 -0.0002 -0.0000 -0.0000 1315 0.000 0.000 0.169 -0.0000 -0.0004 0.0000 1316 -0.000 -0.000 0.404 -0.0001 -0.0000 -0.0000 1317 -0.000 -0.000 0.273 0.0000 0.0001 -0.0000 1318 -0.000 -0.000 0.404 0.0001 -0.0000 -0.0000 1319 0.000 -0.007 0.425 -0.0005 0.0000 -0.0000 1320 -0.004 -0.000 0.534 -0.0000 -0.0095 -0.0000 1321 0.000 0.000 0.350 -0.0001 -0.0000 -0.0000 1322 -0.000 0.000 0.361 0.0001 0.0000 -0.0000 1323 -0.000 -0.001 0.369 0.0004 0.0000 -0.0000 1324 -0.000 -0.004 0.377 0.0009 -0.0000 -0.0000 1325 -0.000 -0.006 0.382 0.0009 -0.0000 -0.0000 1326 0.000 -0.003 0.435 -0.0008 0.0000 -0.0000 1327 0.000 -0.001 0.445 -0.0004 -0.0001 -0.0000 1328 -0.001 0.000 0.455 -0.0001 -0.0004 -0.0000 1329 0.003 0.000 0.493 0.0000 0.0022 -0.0000 1330 0.058 0.000 0.629 0.0000 0.0570 -0.0000 1331 -0.255 0.000 0.582 0.0000 -0.0086 -0.0000 1332 -0.521 -0.000 0.003 0.0000 -0.0297 0.0000 1333 -1.114 0.000 0.007 0.0000 0.0114 -0.0000 1334 -1.226 0.000 0.049 -0.0000 -0.0063 -0.0000 1335 -1.301 0.000 -0.041 -0.0000 -0.0455 0.0000


617

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 1336 -1.377 -0.000 -0.377 -0.0000 -0.1121 0.0000 1337 -1.454 -0.000 -1.009 -0.0000 -0.1349 0.0000 1338 -1.510 -0.000 -1.197 -0.0000 0.0340 0.0000 1339 -0.209 -0.000 -0.124 0.0000 0.0365 0.0000 1340 -1.147 -0.000 -1.061 -0.0000 0.1764 0.0000 1341 -0.393 0.000 -0.978 -0.0000 0.1285 0.0000 1342 -0.005 -0.008 -0.462 0.0007 -0.0003 0.0000 1343 -0.002 -0.001 -0.282 -0.0003 0.0006 0.0000 1344 -0.000 -0.000 -0.279 -0.0001 0.0006 0.0000 1345 0.001 -0.000 -0.276 0.0001 0.0006 0.0000 1346 -0.000 -0.007 -0.102 -0.0005 -0.0011 0.0000 1347 -0.000 0.000 0.152 -0.0001 0.0090 0.0000 1348 -0.005 0.000 0.412 0.0000 -0.0073 0.0000 1349 -0.058 -0.000 0.673 -0.0000 0.0083 0.0000 1350 1.378 0.000 0.932 -0.0000 -0.1222 0.0000 1351 -0.024 0.000 -0.895 -0.0000 0.0480 0.0000 1352 0.064 0.000 -0.813 -0.0000 0.0057 0.0000 1353 0.038 0.000 -0.706 0.0001 -0.0070 0.0000 1354 0.011 -0.001 -0.624 0.0004 -0.0045 0.0000 1355 -0.001 -0.004 -0.543 0.0009 -0.0017 0.0000 1356 -0.004 -0.006 -0.503 0.0009 -0.0008 0.0000 1357 -0.007 -0.003 -0.021 -0.0008 -0.0018 0.0000 1358 -0.014 -0.001 0.060 -0.0004 -0.0002 0.0000 1359 0.028 -0.000 0.766 -0.0000 0.0447 0.0000 1360 0.780 0.000 0.014 -0.0000 0.0616 -0.0000 1361 0.371 0.000 0.859 -0.0000 0.1204 0.0000 1362 1.081 0.000 0.953 -0.0000 0.1673 0.0000 1363 1.430 0.000 1.092 -0.0000 0.0369 0.0000 1364 1.291 0.000 0.356 -0.0000 -0.1027 -0.0000 1365 1.205 0.000 0.046 -0.0000 -0.0428 0.0000 1366 1.120 -0.000 -0.047 -0.0000 -0.0108 0.0000 1367 0.949 -0.000 -0.078 -0.0000 -0.0057 0.0000 1368 -0.423 -0.000 -0.014 0.0000 0.0147 0.0000 1369 -0.637 -0.000 0.014 0.0000 0.0020 0.0000 1370 0.134 -0.000 0.000 0.0000 -0.0102 0.0007 1371 -0.133 0.000 -0.000 0.0000 0.0026 -0.0019 1372 -0.406 -0.008 0.000 0.0000 -0.0003 0.0076 1373 -0.449 -0.041 -0.000 0.0000 0.0000 -0.0060 1374 -0.477 0.044 -0.000 0.0000 0.0000 -0.0432 1375 -0.480 0.961 0.000 0.0000 0.0000 0.1308 1376 1.075 -0.831 -0.000 0.0000 0.0000 -0.0953 1377 -0.072 0.511 0.000 0.0000 0.0000 0.1059 1378 0.126 0.269 -0.000 0.0000 0.0000 0.0447 1379 -0.506 0.364 -0.000 0.0000 0.0000 -0.1060 1380 -0.685 -0.000 -0.007 -0.0000 0.0812 -0.0004 1381 -0.535 0.957 0.000 0.0000 0.0000 -0.1249 1382 -0.558 1.078 0.000 0.0000 0.0000 0.0057 1383 0.228 0.111 -0.000 0.0000 0.0000 0.0513 1384 0.464 -0.168 -0.000 0.0000 0.0000 0.1260


618

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 1385 0.962 -0.708 -0.000 0.0000 0.0000 0.1661 1386 1.082 -0.886 -0.000 0.0000 0.0000 0.0513 1387 1.052 -0.337 0.000 0.0000 0.0000 -0.0913 1388 1.030 -0.052 0.000 0.0000 0.0000 -0.0397 1389 1.009 0.031 0.000 0.0000 0.0000 -0.0067 1390 -1.543 -0.008 0.002 -0.0000 0.0005 0.0006 1391 0.977 0.007 -0.000 0.0000 -0.0000 0.0064 1392 0.772 -0.000 0.000 0.0000 0.0000 -0.0021 1393 0.494 0.000 -0.000 0.0000 -0.0001 0.0007 1394 0.249 -0.000 0.000 0.0000 0.0003 -0.0002 1395 0.047 0.000 -0.000 -0.0000 -0.0017 0.0001 1396 -0.082 0.000 0.000 -0.0000 0.0066 -0.0000 1397 -0.265 -0.000 -0.000 -0.0000 -0.0220 0.0001 1398 -1.287 0.000 0.004 -0.0000 -0.0086 -0.0000 1399 -1.371 0.000 -0.011 -0.0000 0.0007 0.0001 1400 -1.672 -0.000 0.004 -0.0000 0.0000 -0.0002 1401 -1.428 -0.001 -0.005 -0.0000 0.0012 0.0004 1402 -1.485 -0.004 -0.001 -0.0000 0.0008 0.0009 1403 -1.514 -0.006 0.001 -0.0000 0.0006 0.0009 1404 -0.958 0.000 0.003 0.0000 -0.0026 -0.0000 1405 -3.234 0.000 -0.000 0.0000 0.0003 0.0000 1406 -3.571 -0.000 0.000 0.0000 -0.0000 0.0002 1407 -3.797 -0.002 0.000 0.0000 -0.0000 0.0005 1408 -4.025 -0.004 0.000 0.0000 -0.0000 0.0004 1409 0.143 0.000 0.280 0.0000 0.0683 -0.0000 1410 -1.674 -0.000 0.004 -0.0000 -0.0000 -0.0000 1411 0.228 0.000 0.055 0.0000 0.0325 -0.0000 1412 0.313 -0.000 -0.018 0.0000 0.0068 -0.0000 1413 0.440 -0.000 -0.005 0.0000 -0.0044 0.0000 1414 1.406 -0.000 0.000 0.0000 0.0016 -0.0000 1415 2.319 0.000 0.000 0.0000 -0.0025 0.0000 1416 3.465 -0.000 0.000 0.0000 0.0090 -0.0000 1417 3.633 -0.000 -0.075 0.0000 0.0140 -0.0000 1418 3.747 -0.000 -0.135 0.0000 0.0025 0.0000 1419 3.862 0.000 -0.056 0.0000 -0.0633 0.0000 1420 -1.677 -0.000 0.004 -0.0000 -0.0000 0.0002 1421 3.978 0.000 0.496 0.0000 -0.2159 0.0000 1422 3.301 0.000 2.075 0.0000 -0.7209 0.0000 1423 0.362 -0.000 -0.212 -0.0000 0.0842 -0.0000 1424 0.077 0.000 -0.439 0.0000 0.0424 -0.0000 1425 -0.025 0.000 -0.666 0.0000 0.0111 -0.0000 1426 -0.022 0.000 -1.048 0.0000 -0.0039 -0.0000 1427 -0.002 -0.000 -1.431 -0.0002 -0.0014 -0.0000 1428 0.001 -0.002 -1.659 -0.0005 -0.0003 -0.0000 1429 0.001 -0.004 -1.889 -0.0004 0.0001 -0.0000 1430 -1.809 -0.008 -0.000 -0.0000 -0.0009 -0.0006 1431 -1.869 -0.003 0.004 -0.0001 0.0109 -0.0008 1432 -1.977 0.000 0.336 -0.0001 0.0890 -0.0002 1433 -2.039 0.000 0.826 -0.0001 0.0855 -0.0000


619

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 1434 -1.989 0.000 0.794 -0.0001 -0.1257 0.0000 1435 0.229 0.000 0.075 -0.0001 0.0163 -0.0000 1436 0.458 0.000 0.018 -0.0001 0.0087 -0.0001 1437 -0.249 0.000 0.223 -0.0000 0.0859 -0.0004 1438 0.112 -0.000 0.453 0.0000 0.0807 -0.0005 1439 0.412 -0.001 0.426 0.0002 0.0959 -0.0006 1440 -1.377 0.000 0.549 -0.0000 -0.2391 -0.0000 1441 -0.428 0.000 0.462 -0.0000 -0.1557 -0.0000 1442 -0.002 -0.000 0.375 -0.0000 -0.0528 -0.0000 1443 0.084 -0.000 0.289 0.0000 -0.0037 -0.0000 1444 0.035 -0.000 0.160 0.0000 0.0086 -0.0000 1445 -0.033 0.000 -0.049 -0.0000 0.0095 -0.0000 1446 -0.094 0.000 -0.178 0.0000 -0.0006 -0.0000 1447 -0.025 0.000 -0.265 0.0000 -0.0490 -0.0000 1448 0.390 0.000 -0.351 0.0000 -0.1589 -0.0000 1449 1.393 0.000 -0.437 -0.0000 -0.2684 -0.0000 1450 2.282 -0.000 -0.874 -0.0000 0.1115 -0.0000 1451 2.197 -0.000 -0.783 -0.0000 -0.1894 -0.0000 1452 2.221 -0.000 -0.336 -0.0000 0.0966 -0.0000 1453 2.160 0.000 -0.043 -0.0000 0.0398 -0.0000 1454 2.100 0.000 0.037 -0.0000 0.0057 0.0000 1455 2.013 0.000 0.007 -0.0000 -0.0071 0.0000 1456 1.418 -0.000 -0.000 -0.0001 0.0017 -0.0000 1457 0.688 -0.000 0.000 -0.0002 0.0011 0.0000 2145 -0.521 -0.003 -0.231 -0.0002 0.0650 0.0008 2154 -0.657 -0.005 -0.088 -0.0002 0.0484 0.0005 2155 -0.881 -0.005 0.083 -0.0002 0.0379 -0.0011 2165 -0.901 -0.000 0.259 -0.0002 0.0379 -0.0012 2209 -7.675 -0.005 0.000 0.0000 0.0000 0.0000 2210 -7.790 -0.005 0.000 0.0000 0.0000 -0.0009 2220 -7.810 -0.000 0.000 0.0000 0.0000 -0.0010 3269 -0.580 -0.005 0.024 0.0008 0.0119 -0.0000 3270 -0.695 -0.005 0.048 0.0008 0.0109 -0.0009 3280 -0.715 -0.000 0.098 0.0008 0.0109 -0.0011 3350 0.232 -0.003 0.528 0.0008 -0.0652 -0.0001 3359 0.088 -0.005 0.664 0.0005 -0.0485 -0.0001 3360 -0.084 -0.005 0.888 -0.0011 -0.0379 -0.0001 3370 -0.260 -0.000 0.908 -0.0012 -0.0379 -0.0001 4370 -0.525 -0.003 0.232 0.0001 -0.0653 0.0008 4379 -0.662 -0.005 0.088 0.0001 -0.0486 0.0005 4380 -0.885 -0.005 -0.084 0.0001 -0.0380 -0.0011 4390 -0.905 -0.000 -0.260 0.0001 -0.0380 -0.0012 4579 0.000 -0.005 1.361 0.0000 0.0000 -0.0001 4580 0.000 -0.005 1.476 -0.0009 0.0000 -0.0001 4590 0.000 -0.000 1.496 -0.0011 0.0000 -0.0001 5590 -0.520 -0.003 0.230 0.0002 -0.0647 0.0008 5599 -0.656 -0.005 0.088 0.0002 -0.0481 0.0005 5600 -0.880 -0.005 -0.083 0.0002 -0.0377 -0.0011 5610 -0.900 -0.000 -0.258 0.0002 -0.0377 -0.0012


620

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 6900 -0.472 -0.003 -0.216 -0.0001 0.0607 0.0008 6909 -0.608 -0.005 -0.083 -0.0001 0.0452 0.0005 6910 -0.832 -0.005 0.078 -0.0001 0.0354 -0.0011 6920 -0.852 -0.000 0.242 -0.0001 0.0354 -0.0012 7910 -0.496 -0.003 -0.181 -0.0003 0.0594 0.0007 7919 -0.633 -0.005 -0.054 -0.0003 0.0419 0.0005 7920 -0.856 -0.005 0.088 -0.0003 0.0309 -0.0010 7930 -0.876 -0.000 0.231 -0.0003 0.0309 -0.0012 8929 -1.361 -0.005 -0.000 0.0000 -0.0008 0.0000 8930 -1.476 -0.005 -0.002 0.0000 -0.0008 -0.0009 8940 -1.496 -0.000 -0.006 0.0000 -0.0008 -0.0011 9950 -0.584 -0.003 -0.218 -0.0002 0.0650 0.0008 9959 -0.720 -0.005 -0.077 -0.0002 0.0473 0.0005 9960 -0.944 -0.005 0.088 -0.0002 0.0362 -0.0010 9970 -0.963 -0.000 0.256 -0.0002 0.0362 -0.001210959 0.000 -0.005 -1.361 -0.0000 -0.0001 0.000010960 0.000 -0.005 -1.477 0.0009 -0.0001 0.000010970 0.000 -0.000 -1.496 0.0011 -0.0001 0.000011250 0.526 -0.003 -0.222 -0.0003 -0.0635 -0.000711259 0.662 -0.005 -0.083 -0.0003 -0.0470 -0.000511260 0.886 -0.005 0.083 -0.0003 -0.0365 0.001011270 0.905 -0.000 0.253 -0.0003 -0.0365 0.001212259 -0.000 -0.005 2.017 0.0000 0.0000 0.000112260 -0.000 -0.005 2.132 -0.0009 0.0000 0.000112270 0.000 -0.000 2.151 -0.0010 0.0000 0.000113270 0.455 -0.003 -0.229 -0.0002 -0.0609 -0.000813279 0.591 -0.005 -0.093 -0.0002 -0.0462 -0.000513280 0.815 -0.005 0.074 -0.0002 -0.0370 0.001113290 0.835 -0.000 0.245 -0.0002 -0.0370 0.001214309 -4.140 -0.005 -0.000 0.0000 -0.0000 0.000014310 -4.255 -0.005 -0.000 0.0000 -0.0000 -0.000914320 -4.275 -0.000 -0.000 0.0000 -0.0000 -0.001015320 1.478 -0.000 3.039 0.0000 -0.3811 0.000015321 0.258 -0.000 3.251 0.0000 -0.1739 0.000015322 -0.126 -0.000 3.465 0.0000 -0.0359 0.000015323 -0.131 -0.000 3.680 -0.0000 0.0105 0.000015324 -0.032 0.000 4.005 -0.0000 0.0116 0.000015325 -0.001 -0.005 5.442 -0.0009 -0.0001 0.000015326 0.005 0.000 4.425 0.0000 0.0005 0.000015327 0.003 -0.000 4.759 0.0002 -0.0006 0.000015328 0.001 -0.002 4.985 0.0005 -0.0003 0.000015329 -0.000 -0.004 5.212 0.0004 -0.0001 0.000015330 -0.001 -0.000 5.461 -0.0010 -0.0001 0.000015331 -0.000 -0.005 5.327 0.0000 -0.0001 0.000016359 0.001 -0.005 -2.004 -0.0000 0.0001 -0.000016360 0.001 -0.005 -2.119 0.0009 0.0001 -0.000016370 0.000 -0.000 -2.139 0.0010 0.0001 -0.000017370 0.692 -0.001 -0.003 -0.0001 0.0023 -0.000317371 0.862 -0.002 -0.006 -0.0001 0.0002 -0.0005


621

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg.17372 1.032 -0.004 -0.005 -0.0001 -0.0005 -0.000517379 1.147 -0.005 -0.003 -0.0001 -0.0007 -0.000017380 1.262 -0.005 -0.002 -0.0001 -0.0007 0.000917390 1.282 -0.000 0.001 -0.0001 -0.0007 0.001118380 0.613 -0.003 0.210 0.0002 0.0648 -0.000818389 0.749 -0.005 0.070 0.0002 0.0467 -0.000518390 0.973 -0.005 -0.091 0.0002 0.0353 0.001018400 0.992 -0.000 -0.255 0.0002 0.0353 0.0012

CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 2 (OPE) W+T1+P1

622

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 10 -6.702 -0.000 -0.000 -0.0000 -0.0000 0.0000 11 -6.547 0.000 0.000 -0.0000 -0.0000 0.0000 12 -6.396 0.000 0.000 -0.0000 -0.0000 0.0000 13 -6.247 0.000 0.000 -0.0000 -0.0000 0.0000 14 -6.028 -0.000 -0.000 -0.0000 0.0000 -0.0000 15 -3.907 0.000 -0.000 -0.0000 -0.0000 0.0001 16 -3.746 0.000 0.000 -0.0000 -0.0000 -0.0001 17 -3.641 -0.001 0.000 -0.0000 -0.0000 -0.0004 18 -3.537 -0.004 0.000 -0.0000 0.0000 -0.0009 19 -3.486 -0.006 0.000 -0.0000 0.0000 -0.0009 20 -3.435 -0.008 -0.000 -0.0000 0.0000 -0.0006 30 -3.210 -0.000 -0.000 -0.0000 0.0000 0.0002 40 -3.205 -0.000 -0.000 -0.0000 0.0000 -0.0000 50 -3.199 -0.000 -0.000 -0.0000 0.0000 -0.0002 60 -2.977 -0.008 -0.000 -0.0000 -0.0000 0.0006 61 -2.878 -0.004 0.000 -0.0000 -0.0000 0.0009 62 -2.779 -0.001 0.000 -0.0000 -0.0000 0.0004 63 -2.682 0.000 0.000 -0.0000 -0.0000 0.0001 64 -2.538 0.000 -0.000 -0.0000 0.0002 -0.0001 65 -1.455 -0.000 0.000 -0.0000 -0.0025 0.0000 66 -0.462 0.000 -0.005 -0.0000 0.0099 -0.0000 67 -0.343 -0.000 -0.062 -0.0000 0.0010 -0.0000 68 -0.263 -0.000 -0.020 -0.0000 -0.0328 -0.0000 69 -0.183 -0.000 0.262 -0.0000 -0.1082 0.0000 70 0.350 0.000 1.596 -0.0000 0.0034 0.0000 71 -0.104 -0.000 0.947 -0.0000 -0.1840 0.0000 72 0.135 0.000 1.488 -0.0000 -0.1474 0.0000 73 0.201 0.000 1.545 -0.0000 0.0364 0.0001 74 0.060 -0.000 1.494 -0.0000 0.0227 0.0001 75 -0.000 -0.000 1.445 0.0000 0.0070 0.0001 76 -0.004 -0.000 1.371 0.0000 -0.0015 0.0001 77 0.000 0.000 0.865 0.0000 0.0004 0.0002 78 -0.000 -0.000 0.071 -0.0000 0.0002 0.0004 79 -0.017 -0.000 -0.321 -0.0000 0.0003 0.0005 80 0.000 -0.000 -0.712 -0.0000 -0.0013 0.0006 81 0.000 -0.004 -0.531 -0.0000 0.0591 0.0010 82 0.000 0.001 -0.577 -0.0000 -0.0644 0.0003 89 0.000 -0.006 -0.422 -0.0000 0.0594 0.0010 90 0.000 -0.007 -0.318 -0.0000 0.0538 0.0008

100 0.001 -0.000 -0.019 -0.0000 0.0084 -0.0002 110 -0.000 -0.000 -0.000 -0.0000 0.0078 -0.0000 120 -0.001 -0.000 0.017 -0.0000 0.0073 0.0002 130 -0.001 -0.008 0.000 -0.0000 -0.0028 -0.0006 131 -0.001 -0.004 -0.004 -0.0000 -0.0000 -0.0008 132 -0.000 -0.001 -0.002 -0.0000 0.0003 -0.0004 133 -0.000 0.000 -0.002 -0.0000 -0.0007 -0.0002 134 -0.000 0.000 0.002 -0.0000 0.0056 0.0001


623

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 139 -0.449 -0.002 0.125 -0.0000 -0.0015 -0.0001 140 0.000 0.000 0.205 -0.0000 0.0079 -0.0001 145 0.016 0.000 0.005 0.0000 -0.0001 0.0005 146 0.003 -0.000 -0.000 0.0000 0.0000 -0.0001 147 -0.007 0.000 -0.000 0.0000 -0.0000 0.0000 148 -0.029 -0.000 0.000 0.0000 0.0000 -0.0000 149 -0.096 -0.000 -0.000 0.0000 -0.0001 0.0000 150 -0.974 0.000 0.824 0.0000 -0.1545 0.0000 151 -0.312 -0.000 0.000 0.0000 0.0002 -0.0000 152 -0.601 -0.000 -0.000 0.0000 -0.0007 0.0000 153 -0.932 -0.000 0.000 0.0000 0.0021 0.0000 154 -1.179 0.000 -0.006 0.0000 -0.0066 -0.0000 155 -1.216 0.000 -0.034 0.0000 0.0052 -0.0000 156 -1.242 0.000 0.039 0.0000 0.0368 0.0000 157 -1.268 0.000 0.310 0.0000 0.0896 0.0000 158 -1.295 -0.000 0.810 0.0000 0.1039 0.0000 159 -1.313 -0.000 0.939 0.0000 -0.0409 0.0000 160 0.000 -0.008 0.633 -0.0006 0.0032 0.0000 161 -0.323 0.000 0.790 0.0000 -0.1109 0.0000 162 -0.004 0.000 0.756 0.0000 -0.0416 0.0000 163 0.054 -0.001 0.699 -0.0004 0.0065 0.0000 164 0.021 -0.004 0.666 -0.0009 0.0063 0.0000 165 0.009 -0.006 0.649 -0.0009 0.0046 0.0000 166 0.005 0.000 -0.155 0.0000 0.0082 0.0005 167 -0.065 0.000 -0.300 -0.0000 0.0273 0.0006 168 -0.222 -0.001 -0.296 -0.0001 0.0575 0.0007 170 -0.008 -0.000 0.559 0.0002 -0.0008 0.0000 180 -0.006 -0.000 0.557 0.0000 -0.0008 0.0000 190 -0.004 -0.000 0.555 -0.0002 -0.0008 0.0000 200 -0.000 -0.008 0.485 0.0006 0.0008 0.0000 201 -0.006 -0.004 0.453 0.0008 0.0007 0.0000 202 -0.003 -0.001 0.422 0.0004 -0.0040 0.0000 203 0.034 0.000 0.390 0.0001 -0.0148 0.0000 210 0.238 0.000 0.326 0.0000 -0.0188 0.0000 211 0.076 0.000 0.310 -0.0001 0.0230 0.0000 212 0.007 -0.001 0.303 -0.0004 0.0094 0.0000 213 -0.013 -0.004 0.296 -0.0009 0.0021 0.0001 214 0.125 0.000 0.162 0.0000 -0.0348 0.0000 215 0.013 0.000 0.040 0.0000 -0.0186 0.0000 216 -0.100 -0.000 -0.006 0.0000 -0.0047 0.0000 217 -0.269 -0.000 -0.003 0.0000 0.0019 -0.0000 218 -1.538 -0.000 0.000 0.0000 -0.0005 0.0000 219 -0.016 -0.006 0.292 -0.0009 0.0007 0.0001 220 -0.016 -0.008 0.288 -0.0006 0.0000 0.0001 221 -3.063 0.000 -0.000 0.0000 0.0001 -0.0000 222 -4.584 0.000 0.000 0.0000 -0.0000 0.0000 223 -4.807 -0.000 -0.000 0.0000 0.0000 0.0002 224 -4.957 -0.002 -0.000 0.0000 0.0000 0.0005 225 -5.110 -0.004 -0.000 0.0000 0.0000 0.0004


624

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 230 -0.010 -0.000 0.273 0.0002 -0.0009 0.0001 240 -0.008 -0.000 0.272 0.0000 -0.0009 0.0001 250 -0.006 -0.000 0.271 -0.0002 -0.0009 0.0001 260 -0.000 -0.008 0.258 0.0006 -0.0003 0.0001 261 0.000 -0.004 0.252 0.0009 -0.0000 0.0001 262 0.000 -0.001 0.247 0.0004 0.0000 0.0001 263 0.000 0.000 0.241 0.0001 0.0000 0.0001 264 -0.000 0.000 0.234 -0.0001 0.0000 0.0001 265 -0.000 -0.000 0.181 0.0000 0.0000 0.0001 266 0.000 -0.000 0.109 -0.0000 -0.0002 0.0001 267 -0.000 0.000 0.039 0.0000 0.0011 0.0002 268 0.000 -0.000 -0.041 -0.0001 -0.0052 0.0003 270 0.000 0.000 -0.160 0.0005 0.0198 0.0004 271 -0.000 -0.000 -0.330 -0.0013 -0.0050 0.0003 272 0.000 0.004 -0.521 0.0048 0.0005 0.0002 273 -0.001 0.023 -0.546 -0.0043 -0.0000 0.0001 274 -0.000 -0.033 -0.563 -0.0275 -0.0001 0.0001 275 0.000 -0.537 -0.536 0.1030 -0.0001 0.0001 276 -0.000 0.615 0.486 -0.0773 -0.0000 0.0001 277 -0.000 -0.233 -0.580 -0.0649 -0.0000 0.0001 278 -0.000 -0.196 -0.224 0.0800 -0.0001 0.0001 279 -0.000 -0.014 -0.073 0.0350 -0.0001 0.0001 280 -0.006 -0.000 -0.183 0.0007 -0.0007 0.0000 281 0.000 -0.589 -0.598 -0.0712 -0.0000 0.0001 282 0.000 -0.642 -0.606 0.0234 -0.0000 0.0001 283 -0.000 0.093 -0.000 0.0338 -0.0001 0.0001 284 0.000 0.266 0.144 0.0759 -0.0001 0.0001 285 -0.000 0.590 0.437 0.0957 -0.0001 0.0001 286 -0.000 0.681 0.498 0.0140 -0.0000 0.0001 287 0.000 0.238 0.468 -0.0680 -0.0000 0.0001 288 -0.000 0.031 0.449 -0.0283 0.0000 0.0001 289 -0.000 -0.026 0.431 -0.0042 0.0000 0.0001 290 -0.099 -0.008 -0.000 0.0006 -0.0000 0.0006 291 0.000 -0.005 0.403 0.0050 -0.0000 0.0001 292 -0.000 0.000 0.212 -0.0017 0.0001 0.0001 293 -0.015 -0.034 0.014 0.0003 0.0002 0.0000 294 -0.074 0.000 -0.000 0.0006 0.0010 -0.0001 295 -0.082 0.000 0.001 0.0006 -0.0001 0.0001 296 -0.088 -0.001 0.001 0.0006 -0.0001 0.0004 297 -0.094 -0.004 0.000 0.0006 -0.0001 0.0009 298 -0.097 -0.006 -0.000 0.0006 -0.0001 0.0009 299 -0.005 0.000 -0.104 0.0006 -0.0054 -0.0000 300 -0.112 -0.000 -0.000 0.0005 0.0000 -0.0002 301 -0.155 -0.002 -0.063 0.0005 0.0181 0.0005 302 -0.314 -0.004 -0.003 0.0005 0.0101 0.0004 310 -0.113 -0.000 -0.000 0.0005 0.0000 -0.0000 320 -0.114 -0.000 -0.000 0.0005 0.0000 0.0002 330 -0.130 -0.008 -0.000 0.0005 0.0000 -0.0006 331 -0.137 -0.004 0.000 0.0005 0.0000 -0.0009


625



626

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 381 0.368 0.000 -0.000 0.0002 0.0003 -0.0000 382 0.707 -0.000 0.000 0.0003 -0.0006 0.0000 383 0.287 -0.001 -0.503 -0.0007 -0.1123 -0.0001 384 -0.011 0.005 -0.459 -0.0023 -0.0360 -0.0000 385 0.001 -0.807 -0.179 -0.0433 -0.0004 0.0001 386 0.000 0.398 -1.023 0.0344 -0.0000 -0.0001 387 0.000 -0.613 -0.319 -0.0433 -0.0002 -0.0000 388 -0.000 -0.492 -0.386 -0.0203 -0.0002 -0.0001 389 1.096 -0.000 -0.000 0.0003 0.0020 -0.0000 390 0.000 -0.008 -0.265 0.0006 0.0001 -0.0001 391 1.386 0.000 0.005 0.0003 -0.0061 0.0000 392 1.430 0.000 0.034 0.0003 0.0035 0.0000 393 1.460 0.000 -0.024 0.0003 0.0309 -0.0000 394 1.491 -0.000 -0.258 0.0003 0.0794 -0.0000 395 1.523 -0.000 -0.713 0.0003 0.1010 -0.0001 396 1.495 -0.001 -0.749 0.0003 -0.1000 -0.0002 397 -0.066 0.020 -0.415 -0.0042 -0.0017 -0.0000 398 -0.026 0.038 -0.345 0.0042 0.0066 0.0000 399 -0.005 -0.018 -0.301 0.0293 0.0031 0.0001 400 0.001 -0.000 -0.221 -0.0002 0.0001 -0.0001 401 0.002 -0.241 -0.258 0.0767 0.0007 0.0001 402 0.003 -0.687 -0.214 0.1022 -0.0001 0.0001 403 0.002 -0.821 -0.178 0.0406 -0.0004 0.0002 404 -0.000 -0.381 -0.426 -0.0353 -0.0001 -0.0001 405 -0.000 -0.173 -0.581 -0.0894 -0.0001 -0.0001 406 0.000 0.226 -0.927 -0.1240 -0.0001 -0.0001 407 0.000 0.380 -1.022 -0.0639 -0.0001 -0.0001 408 -0.000 0.179 -0.995 0.0431 -0.0000 -0.0001 409 -0.000 0.036 -0.967 0.0208 0.0000 -0.0001 410 0.001 -0.000 -0.219 0.0000 0.0000 -0.0001 411 -0.000 -0.011 -0.940 0.0044 0.0000 -0.0001 412 0.000 -0.003 -0.900 -0.0027 0.0000 -0.0001 413 0.000 0.000 -0.609 0.0007 0.0000 -0.0001 414 -0.000 0.000 -0.355 -0.0001 -0.0000 -0.0001 415 -0.000 0.000 -0.325 0.0001 -0.0000 -0.0001 416 -0.000 -0.001 -0.305 0.0004 0.0000 -0.0001 417 0.000 -0.004 -0.285 0.0009 0.0000 -0.0001 418 0.000 -0.006 -0.275 0.0009 0.0001 -0.0001 419 0.149 0.000 -0.013 0.0006 -0.0103 0.0000 420 0.001 -0.000 -0.218 0.0002 0.0000 -0.0001 421 0.301 0.000 0.067 0.0007 -0.0286 -0.0000 422 0.297 -0.001 0.226 0.0007 -0.0580 -0.0001 423 0.009 0.000 0.149 -0.0000 -0.0088 0.0006 424 -0.066 0.000 0.301 0.0000 -0.0278 0.0007 425 -0.224 -0.001 0.297 0.0001 -0.0579 0.0007 430 -0.000 -0.008 -0.177 -0.0006 -0.0004 -0.0001 431 -0.002 -0.004 -0.158 -0.0009 0.0002 -0.0001 432 0.004 -0.001 -0.140 -0.0004 0.0030 -0.0000 433 0.026 0.000 -0.122 -0.0001 0.0076 -0.0000


627

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 434 -0.062 0.000 -0.069 0.0001 -0.0470 -0.0000 440 -0.712 0.000 -0.017 -0.0001 0.0164 -0.0000 441 -0.176 0.000 -0.014 0.0001 0.0581 -0.0000 442 -0.009 -0.001 -0.012 0.0004 0.0221 -0.0000 443 0.034 -0.004 -0.011 0.0009 0.0035 -0.0000 444 0.036 -0.006 -0.010 0.0009 -0.0001 -0.0000 445 0.033 -0.008 -0.009 0.0006 -0.0019 -0.0000 446 -0.346 -0.000 -0.000 -0.0000 -0.0024 -0.0000 447 -0.238 0.000 0.000 -0.0000 0.0003 0.0001 448 -0.225 0.000 -0.000 -0.0000 -0.0000 -0.0001 449 -0.216 -0.001 -0.000 -0.0000 -0.0000 -0.0004 450 0.006 -0.000 -0.006 -0.0002 -0.0016 -0.0000 451 -0.207 -0.004 -0.000 -0.0000 -0.0000 -0.0009 460 0.003 -0.000 -0.005 -0.0000 -0.0016 -0.0000 470 -0.001 -0.000 -0.004 0.0002 -0.0015 -0.0000 480 -0.000 -0.008 -0.003 -0.0006 0.0004 -0.0000 481 0.001 -0.004 -0.003 -0.0009 0.0000 -0.0000 482 0.000 -0.001 -0.002 -0.0004 -0.0001 -0.0000 483 0.000 0.000 -0.002 -0.0001 -0.0000 -0.0000 484 -0.000 0.000 -0.001 0.0001 -0.0000 -0.0000 485 0.000 0.538 0.572 0.1079 0.0000 -0.0000 486 0.000 -0.632 -0.494 -0.0795 0.0000 -0.0000 487 -0.000 0.184 0.243 0.0831 0.0000 -0.0000 488 -0.000 0.001 0.085 0.0341 0.0000 -0.0000 489 -0.000 -0.000 0.003 -0.0000 0.0000 -0.0000 490 0.021 -0.000 0.112 -0.0002 0.0004 -0.0000 491 0.000 0.000 0.012 -0.0000 -0.0000 -0.0000 492 -0.000 -0.000 0.029 0.0000 0.0000 -0.0000 493 0.000 0.000 0.144 -0.0002 -0.0000 -0.0000 494 -0.000 -0.000 0.293 0.0005 0.0000 -0.0000 495 0.000 0.000 0.459 -0.0015 -0.0000 -0.0000 496 -0.000 -0.005 0.583 0.0047 -0.0000 -0.0000 497 -0.000 -0.024 0.602 -0.0045 -0.0000 -0.0000 498 -0.303 -0.000 0.000 -0.0001 -0.0004 0.0000 499 -0.685 -0.000 -0.000 -0.0001 -0.0025 0.0000 500 -0.910 0.000 -1.167 -0.0000 0.1282 0.0000 501 -0.000 0.034 0.615 -0.0281 0.0000 -0.0000 502 0.000 0.238 0.628 -0.0658 0.0000 -0.0000 503 0.000 0.597 0.641 -0.0714 0.0000 -0.0000 504 0.000 0.648 0.648 0.0268 0.0000 -0.0000 505 0.000 -0.105 0.012 0.0323 0.0000 -0.0000 506 0.000 -0.278 -0.136 0.0776 0.0000 -0.0000 507 -0.000 -0.607 -0.440 0.0983 0.0000 -0.0000 508 -0.000 -0.700 -0.505 0.0143 0.0000 -0.0000 509 -0.000 -0.245 -0.479 -0.0698 -0.0000 -0.0000 510 -0.000 -0.000 -0.296 0.0000 0.0001 -0.0000 511 -0.000 -0.032 -0.463 -0.0290 -0.0000 -0.0000 512 -0.000 0.026 -0.449 -0.0043 -0.0000 -0.0000 513 0.000 0.005 -0.427 0.0051 0.0000 -0.0000


628



629

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 590 0.023 0.000 -0.007 0.0000 -0.0019 0.0004 591 0.014 -0.000 -0.000 0.0002 0.0006 -0.0001 592 0.007 0.000 0.000 0.0003 -0.0001 0.0000 593 0.003 0.000 -0.000 0.0004 0.0000 -0.0001 594 0.003 0.000 0.000 0.0004 -0.0000 0.0001 595 0.002 -0.001 0.000 0.0004 -0.0000 0.0004 596 0.002 -0.004 0.000 0.0004 -0.0000 0.0009 597 0.008 0.000 0.145 -0.0000 -0.0082 0.0005 598 -0.065 -0.000 0.298 0.0000 -0.0273 0.0006 599 0.002 -0.006 -0.000 0.0004 -0.0000 0.0009 600 0.002 -0.008 -0.000 0.0004 -0.0000 0.0006 601 -0.221 -0.001 0.294 0.0002 -0.0573 0.0007 610 0.001 -0.000 -0.000 0.0004 0.0000 -0.0002 620 0.000 -0.000 0.000 0.0004 0.0000 -0.0000 630 -0.001 -0.000 0.000 0.0004 0.0000 0.0002 640 -0.001 -0.008 0.000 0.0005 -0.0000 -0.0006 641 -0.001 -0.004 -0.000 0.0005 -0.0000 -0.0009 642 -0.002 -0.001 -0.000 0.0005 -0.0000 -0.0004 643 -0.002 0.000 -0.000 0.0005 -0.0000 -0.0001 644 -0.002 0.000 0.000 0.0005 0.0004 0.0000 645 -0.004 -0.000 -0.000 0.0006 -0.0031 -0.0000 799 -0.000 -0.006 0.118 0.0009 0.0015 -0.0000 800 0.003 -0.008 0.126 0.0006 0.0010 -0.0000 810 0.005 -0.000 0.164 -0.0002 -0.0003 -0.0000 820 0.004 -0.000 0.165 -0.0000 -0.0003 -0.0000 825 0.003 -0.000 0.167 0.0002 -0.0003 -0.0000 830 0.000 -0.008 0.207 -0.0006 -0.0002 -0.0000 831 -0.000 -0.004 0.226 -0.0008 -0.0000 -0.0000 832 -0.000 -0.001 0.244 -0.0004 0.0000 -0.0000 833 -0.000 -0.000 0.263 -0.0001 0.0000 -0.0000 835 0.000 0.560 0.466 0.0967 0.0000 -0.0000 836 -0.000 -0.592 -0.530 -0.0731 0.0000 -0.0000 837 -0.000 0.234 0.173 0.0761 0.0000 -0.0000 838 0.000 0.001 0.291 -0.0005 0.0000 -0.0000 839 0.000 -0.007 0.426 0.0040 -0.0000 -0.0000 840 -0.062 0.000 -0.012 0.0005 -0.0010 -0.0002 841 -0.000 -0.024 0.456 -0.0043 -0.0000 -0.0000 842 -0.000 0.032 0.476 -0.0275 -0.0000 -0.0000 843 -0.000 0.233 0.496 -0.0657 0.0000 -0.0000 844 0.000 0.595 0.517 -0.0738 0.0000 -0.0000 845 0.000 0.656 0.529 0.0172 0.0000 -0.0000 846 -0.000 0.058 0.030 0.0337 0.0000 -0.0000 847 0.000 -0.049 -0.039 0.0338 0.0000 -0.0000 848 0.000 -0.225 -0.182 0.0766 0.0000 -0.0000 849 -0.000 -0.554 -0.478 0.0976 0.0000 -0.0000 850 -0.000 -0.651 -0.542 0.0183 0.0000 -0.0000 851 -0.000 -0.232 -0.510 -0.0654 -0.0000 -0.0001 852 -0.000 -0.031 -0.490 -0.0274 -0.0000 -0.0001 853 -0.000 0.024 -0.470 -0.0041 -0.0000 -0.0001


630

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 854 0.000 0.004 -0.440 0.0048 0.0001 -0.0001 855 -0.000 -0.000 -0.219 -0.0012 -0.0006 -0.0001 856 0.000 -0.000 0.010 -0.0001 0.0009 -0.0001 857 -0.000 0.000 0.046 0.0000 -0.0019 -0.0001 900 0.011 0.000 0.003 0.0000 -0.0001 0.0006 901 0.008 0.000 -0.000 0.0000 0.0002 -0.0002 902 0.016 -0.000 0.000 0.0000 -0.0006 0.0000 903 0.050 0.000 -0.000 0.0000 0.0021 0.0000 904 0.141 -0.000 0.000 0.0000 -0.0073 -0.0001 905 -0.047 0.000 -0.274 -0.0000 0.0238 0.0007 906 -0.193 -0.001 -0.275 -0.0001 0.0535 0.0007 910 0.389 -0.000 0.005 0.0000 0.0272 0.0002 911 0.531 0.000 -0.003 0.0000 -0.0105 -0.0001 912 0.678 -0.000 0.048 0.0000 0.0093 0.0000 913 0.715 0.000 -0.028 0.0000 0.0387 0.0000 914 0.753 0.000 -0.326 0.0000 0.1056 -0.0000 915 0.791 0.000 -0.953 0.0000 0.1496 -0.0000 916 0.905 0.000 -1.284 0.0000 0.0410 -0.0000 917 0.005 -0.000 -0.277 -0.0000 0.0575 0.0004 918 -0.203 -0.001 -0.259 -0.0002 0.0640 0.0005 920 0.784 -0.000 -1.266 0.0000 -0.1001 -0.0000 921 0.301 -0.000 -1.236 -0.0000 -0.0867 -0.0000 922 0.038 -0.000 -1.207 -0.0000 -0.0357 -0.0000 923 -0.033 -0.000 -1.178 -0.0000 -0.0051 -0.0000 924 -0.006 0.000 -1.135 -0.0000 0.0063 -0.0000 925 0.000 -0.000 -0.850 0.0000 -0.0009 -0.0000 926 -0.000 0.000 -0.468 -0.0000 -0.0049 -0.0000 930 0.000 0.000 -0.155 0.0000 0.0207 -0.0000 931 0.000 -0.000 0.226 -0.0000 -0.0028 -0.0000 932 -0.000 -0.000 0.529 0.0000 -0.0001 -0.0000 933 0.000 -0.000 0.854 -0.0000 0.0023 -0.0000 934 -0.006 -0.000 1.091 -0.0000 -0.0074 -0.0000 935 -0.040 0.000 1.127 -0.0000 0.0048 -0.0000 936 0.034 0.000 1.152 -0.0000 0.0385 -0.0000 937 0.323 0.000 1.177 0.0000 0.0971 -0.0000 938 0.874 -0.000 1.203 0.0000 0.1198 -0.0000 939 1.063 -0.000 1.246 0.0000 -0.0199 -0.0000 940 0.973 -0.000 0.954 0.0000 -0.1442 -0.0000 941 0.943 0.000 0.331 0.0000 -0.1069 -0.0000 942 0.914 0.000 0.023 0.0000 -0.0400 -0.0000 943 0.886 0.000 -0.050 0.0000 -0.0038 -0.0000 944 0.843 -0.000 -0.006 0.0000 0.0094 0.0000 945 0.566 0.000 -0.000 0.0000 -0.0115 -0.0001 946 -0.154 0.000 -0.058 0.0000 0.0172 -0.0000 947 -0.309 0.000 -0.006 0.0000 0.0070 0.0000 948 -0.464 -0.000 0.007 0.0000 0.0010 0.0001 949 -0.532 -0.000 0.008 0.0000 -0.0000 0.0002 950 0.316 -0.000 0.004 0.0000 0.0377 0.0004 951 0.092 -0.000 0.000 0.0000 -0.0108 -0.0001


631

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 952 -0.687 -0.002 0.005 0.0000 -0.0008 0.0005 953 -0.842 -0.004 0.001 0.0000 -0.0007 0.0004 954 0.114 0.000 -0.150 0.0000 0.0414 0.0005 955 -0.073 -0.000 -0.304 -0.0000 0.0454 0.0005 956 -0.260 -0.001 -0.292 -0.0002 0.0625 0.0006 960 0.012 0.000 0.000 0.0000 0.0019 0.0000 961 0.003 -0.000 0.000 0.0000 -0.0003 -0.0000 962 0.002 0.000 -0.000 0.0000 0.0001 -0.0000 963 0.001 -0.000 0.000 0.0000 -0.0000 0.0000 964 0.001 0.000 -0.000 0.0000 -0.0000 -0.0001 965 0.001 0.000 -0.000 0.0000 0.0000 0.0001 966 0.001 -0.001 0.000 0.0000 0.0001 0.0004 967 0.001 -0.004 0.001 0.0000 0.0002 0.0008 968 0.004 0.000 -0.154 0.0000 0.0013 0.0000 969 0.001 -0.006 0.001 0.0000 0.0002 0.0009 970 0.001 -0.008 0.002 0.0000 0.0003 0.0006 971 0.000 0.000 -0.309 -0.0000 0.0005 0.0000 972 -0.001 -0.000 -0.464 -0.0001 0.0000 0.0000 973 -0.001 -0.000 -0.532 -0.0002 -0.0000 0.0000 974 -0.000 -0.002 -0.687 -0.0005 -0.0001 0.0000 975 -0.000 -0.004 -0.842 -0.0004 -0.0000 0.0000 980 0.001 -0.000 0.002 -0.0000 -0.0007 -0.0002 990 0.000 -0.000 -0.000 -0.0000 -0.0007 0.0000 1000 -0.001 -0.000 -0.002 -0.0000 -0.0007 0.0002 1010 -0.000 -0.008 0.000 -0.0000 0.0027 -0.0006 1011 -0.000 -0.004 0.017 -0.0000 0.0028 -0.0009 1012 -0.000 -0.001 0.018 -0.0000 -0.0068 -0.0005 1013 -0.000 0.001 -0.056 -0.0000 -0.0321 -0.0002 1014 -0.000 0.001 -0.344 -0.0000 -0.0725 0.0000 1199 -0.203 -0.006 0.000 -0.0000 -0.0000 -0.0009 1200 -0.198 -0.008 0.000 -0.0000 -0.0000 -0.0006 1210 -0.179 -0.000 0.000 -0.0000 0.0000 0.0002 1220 -0.178 -0.000 0.000 -0.0000 0.0000 -0.0000 1230 -0.177 -0.000 0.000 -0.0000 0.0000 -0.0002 1240 -0.161 -0.008 -0.000 -0.0000 0.0000 0.0006 1241 -0.154 -0.004 -0.000 -0.0000 -0.0000 0.0008 1242 -0.147 -0.001 0.000 -0.0000 -0.0001 0.0004 1243 -0.139 0.000 0.001 0.0000 -0.0002 0.0001 1244 -0.117 0.000 -0.002 0.0000 0.0012 -0.0000 1250 -0.095 -0.000 0.014 0.0000 -0.0080 -0.0002 1251 -0.038 0.000 -0.139 -0.0000 -0.0161 -0.0003 1252 0.063 -0.000 -0.292 -0.0001 -0.0316 -0.0004 1253 0.225 -0.001 -0.287 -0.0002 -0.0576 -0.0005 1260 -0.036 -0.000 -0.001 0.0000 0.0052 0.0001 1261 -0.010 0.000 -0.000 0.0000 -0.0013 -0.0000 1262 0.000 0.000 0.000 0.0000 0.0001 0.0000 1263 0.012 -0.000 -0.000 0.0000 0.0010 -0.0000 1264 0.041 0.000 0.000 0.0000 -0.0041 0.0001 1265 -0.013 -0.000 0.152 -0.0000 0.0040 0.0001


632

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 1266 -0.001 0.000 0.305 -0.0000 0.0015 0.0001 1267 0.002 0.000 0.459 -0.0000 0.0002 0.0001 1268 0.001 0.000 0.717 -0.0000 -0.0002 0.0001 1269 0.000 -0.000 0.975 0.0002 -0.0000 0.0001 1270 0.144 0.000 0.004 0.0000 0.0161 -0.0005 1271 -0.000 -0.002 1.130 0.0005 -0.0000 0.0001 1272 -0.000 -0.004 1.285 0.0004 0.0000 0.0001 1273 0.062 0.000 -0.271 -0.0000 -0.0109 -0.0006 1274 0.184 -0.001 -0.279 -0.0001 -0.0495 -0.0007 1280 0.648 -0.000 -0.000 0.0000 -0.0000 0.0001 1281 0.976 0.000 0.005 0.0000 -0.0081 -0.0000 1282 1.015 -0.000 0.043 0.0000 0.0042 0.0000 1283 1.042 -0.000 -0.029 0.0000 0.0390 0.0000 1284 1.070 -0.000 -0.325 0.0000 0.1011 0.0000 1285 1.097 0.000 -0.907 0.0000 0.1303 0.0000 1286 1.161 0.000 -1.141 0.0000 -0.0022 0.0000 1290 0.916 0.000 -1.072 0.0000 -0.1329 0.0000 1291 0.326 -0.000 -1.044 0.0000 -0.1021 0.0000 1292 0.028 -0.000 -1.016 -0.0000 -0.0391 0.0000 1293 -0.044 -0.000 -0.989 -0.0000 -0.0043 0.0000 1294 -0.009 0.000 -0.948 -0.0000 0.0070 0.0000 1295 0.000 -0.000 -0.752 0.0000 -0.0005 0.0000 1300 -0.000 0.000 -0.575 -0.0000 -0.0043 0.0000 1310 0.003 0.000 -0.222 0.0000 0.0295 0.0000 1311 0.000 -0.000 -0.032 -0.0000 -0.0065 0.0000 1312 -0.000 -0.008 0.253 0.0007 -0.0000 -0.0000 1313 -0.000 -0.000 0.045 0.0000 0.0012 0.0000 1314 -0.000 -0.001 0.265 -0.0002 -0.0000 -0.0000 1315 0.000 0.000 0.110 -0.0000 -0.0003 0.0000 1316 -0.000 -0.000 0.266 -0.0001 -0.0000 -0.0000 1317 -0.000 -0.000 0.179 0.0000 0.0000 -0.0000 1318 -0.000 -0.000 0.267 0.0001 -0.0000 -0.0000 1319 0.000 -0.007 0.282 -0.0005 0.0000 -0.0000 1320 -0.003 -0.000 0.358 -0.0000 -0.0064 -0.0000 1321 0.000 0.000 0.229 -0.0001 -0.0000 -0.0000 1322 -0.000 0.000 0.237 0.0001 0.0000 -0.0000 1323 -0.000 -0.001 0.242 0.0004 0.0000 -0.0000 1324 -0.000 -0.004 0.247 0.0009 -0.0000 -0.0000 1325 -0.000 -0.006 0.250 0.0009 -0.0000 -0.0000 1326 0.000 -0.003 0.289 -0.0008 0.0000 -0.0000 1327 0.000 -0.001 0.296 -0.0004 -0.0001 -0.0000 1328 -0.001 0.000 0.303 -0.0001 -0.0003 -0.0000 1329 0.002 0.000 0.330 0.0000 0.0015 -0.0000 1330 0.039 0.000 0.425 0.0000 0.0385 -0.0000 1331 -0.172 0.000 0.391 0.0000 -0.0058 -0.0000 1332 -0.352 -0.000 0.002 0.0000 -0.0200 0.0000 1333 -0.752 0.000 0.005 0.0000 0.0077 -0.0000 1334 -0.828 0.000 0.033 -0.0000 -0.0042 -0.0000 1335 -0.879 0.000 -0.028 -0.0000 -0.0307 0.0000


633



634

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 1385 0.650 -0.479 -0.000 0.0000 0.0000 0.1122 1386 0.731 -0.599 -0.000 0.0000 0.0000 0.0347 1387 0.711 -0.228 0.000 0.0000 0.0000 -0.0617 1388 0.696 -0.035 0.000 0.0000 0.0000 -0.0268 1389 0.682 0.021 0.000 0.0000 0.0000 -0.0045 1390 -1.036 -0.008 0.001 -0.0000 0.0003 0.0006 1391 0.661 0.004 -0.000 0.0000 -0.0000 0.0043 1392 0.521 -0.000 0.000 0.0000 0.0000 -0.0014 1393 0.334 0.000 -0.000 0.0000 -0.0000 0.0004 1394 0.168 -0.000 0.000 0.0000 0.0002 -0.0002 1395 0.032 0.000 -0.000 -0.0000 -0.0012 0.0000 1396 -0.055 0.000 0.000 -0.0000 0.0044 -0.0000 1397 -0.178 -0.000 -0.000 -0.0000 -0.0147 0.0001 1398 -0.864 0.000 0.003 -0.0000 -0.0058 -0.0000 1399 -0.920 0.000 -0.007 -0.0000 0.0005 0.0001 1400 -1.122 -0.000 0.003 -0.0000 0.0000 -0.0002 1401 -0.958 -0.001 -0.003 -0.0000 0.0008 0.0004 1402 -0.997 -0.004 -0.001 -0.0000 0.0005 0.0009 1403 -1.016 -0.006 0.000 -0.0000 0.0004 0.0009 1404 -0.647 0.000 0.002 0.0000 -0.0018 -0.0000 1405 -2.185 0.000 -0.000 0.0000 0.0002 0.0000 1406 -2.413 -0.000 0.000 0.0000 -0.0000 0.0002 1407 -2.566 -0.002 0.000 0.0000 -0.0000 0.0005 1408 -2.720 -0.004 0.000 0.0000 -0.0000 0.0004 1409 0.097 0.000 0.189 0.0000 0.0461 -0.0000 1410 -1.125 -0.000 0.003 -0.0000 0.0000 -0.0000 1411 0.154 0.000 0.037 0.0000 0.0220 -0.0000 1412 0.211 -0.000 -0.012 0.0000 0.0046 -0.0000 1413 0.298 -0.000 -0.004 0.0000 -0.0030 -0.0000 1414 0.950 -0.000 0.000 0.0000 0.0011 0.0000 1415 1.567 -0.000 0.000 0.0000 -0.0017 -0.0000 1416 2.342 -0.000 0.000 0.0000 0.0061 -0.0000 1417 2.455 -0.000 -0.051 0.0000 0.0095 -0.0000 1418 2.532 -0.000 -0.091 0.0000 0.0017 0.0000 1419 2.610 0.000 -0.038 0.0000 -0.0428 0.0000 1420 -1.127 -0.000 0.003 -0.0000 -0.0000 0.0002 1421 2.689 0.000 0.335 0.0000 -0.1459 0.0000 1422 2.231 0.000 1.402 0.0000 -0.4872 0.0000 1423 0.244 -0.000 -0.143 -0.0000 0.0569 -0.0000 1424 0.052 0.000 -0.297 0.0000 0.0286 -0.0000 1425 -0.017 0.000 -0.450 0.0000 0.0075 -0.0000 1426 -0.015 0.000 -0.708 0.0000 -0.0027 -0.0000 1427 -0.001 -0.000 -0.967 -0.0002 -0.0009 -0.0000 1428 0.001 -0.002 -1.121 -0.0005 -0.0002 -0.0000 1429 0.001 -0.004 -1.277 -0.0004 0.0001 -0.0000 1430 -1.217 -0.008 -0.000 -0.0000 -0.0006 -0.0006 1431 -1.258 -0.003 0.003 -0.0000 0.0074 -0.0008 1432 -1.331 0.000 0.227 -0.0001 0.0602 -0.0002 1433 -1.373 0.000 0.559 -0.0001 0.0580 -0.0000


635

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 1434 -1.340 0.000 0.538 -0.0001 -0.0843 0.0000 1435 0.155 0.000 0.051 -0.0001 0.0110 -0.0000 1436 0.310 0.000 0.012 -0.0001 0.0059 -0.0001 1437 -0.167 0.000 0.151 -0.0000 0.0577 -0.0004 1438 0.076 -0.000 0.306 0.0000 0.0544 -0.0005 1439 0.278 -0.001 0.289 0.0002 0.0649 -0.0006 1440 -0.929 0.000 0.373 -0.0000 -0.1611 0.0000 1441 -0.289 0.000 0.314 -0.0000 -0.1050 -0.0000 1442 -0.001 -0.000 0.255 -0.0000 -0.0356 -0.0000 1443 0.057 -0.000 0.197 0.0000 -0.0025 -0.0000 1444 0.023 -0.000 0.109 0.0000 0.0058 -0.0000 1445 -0.022 0.000 -0.032 -0.0000 0.0064 -0.0000 1446 -0.063 0.000 -0.119 0.0000 -0.0004 -0.0000 1447 -0.017 0.000 -0.178 0.0000 -0.0331 -0.0000 1448 0.263 0.000 -0.236 0.0000 -0.1074 -0.0000 1449 0.941 0.000 -0.294 -0.0000 -0.1814 -0.0000 1450 1.543 -0.000 -0.590 -0.0000 0.0753 -0.0000 1451 1.485 -0.000 -0.529 -0.0000 -0.1282 -0.0000 1452 1.501 -0.000 -0.227 -0.0000 0.0653 -0.0000 1453 1.460 0.000 -0.029 -0.0000 0.0269 -0.0000 1454 1.420 0.000 0.025 -0.0000 0.0039 0.0000 1455 1.361 0.000 0.005 -0.0000 -0.0048 0.0000 1456 0.959 -0.000 -0.000 -0.0001 0.0012 -0.0000 1457 0.465 -0.000 0.000 -0.0001 0.0008 0.0000 2145 -0.353 -0.003 -0.157 -0.0002 0.0440 0.0008 2154 -0.445 -0.005 -0.060 -0.0002 0.0328 0.0005 2155 -0.597 -0.005 0.056 -0.0002 0.0257 -0.0010 2165 -0.612 -0.000 0.176 -0.0002 0.0257 -0.0012 2209 -5.187 -0.005 0.000 0.0000 0.0000 0.0000 2210 -5.265 -0.005 0.000 0.0000 0.0000 -0.0009 2220 -5.280 -0.000 0.000 0.0000 0.0000 -0.0010 3269 -0.392 -0.005 0.016 0.0005 0.0080 -0.0000 3270 -0.470 -0.005 0.032 0.0005 0.0073 -0.0009 3280 -0.485 -0.000 0.066 0.0005 0.0073 -0.0011 3350 0.157 -0.003 0.358 0.0008 -0.0442 -0.0001 3359 0.060 -0.005 0.450 0.0005 -0.0328 -0.0001 3360 -0.057 -0.005 0.601 -0.0011 -0.0257 -0.0001 3370 -0.176 -0.000 0.617 -0.0012 -0.0257 -0.0001 4370 -0.356 -0.003 0.157 0.0001 -0.0442 0.0008 4379 -0.448 -0.005 0.060 0.0001 -0.0329 0.0005 4380 -0.599 -0.005 -0.057 0.0001 -0.0258 -0.0011 4390 -0.615 -0.000 -0.176 0.0001 -0.0258 -0.0012 4579 0.000 -0.005 0.920 0.0000 0.0000 -0.0001 4580 0.000 -0.005 0.998 -0.0009 0.0000 -0.0001 4590 0.000 -0.000 1.013 -0.0010 0.0000 -0.0001 5590 -0.353 -0.003 0.156 0.0002 -0.0438 0.0008 5599 -0.445 -0.005 0.059 0.0002 -0.0326 0.0005 5600 -0.596 -0.005 -0.056 0.0002 -0.0255 -0.0010 5610 -0.611 -0.000 -0.175 0.0002 -0.0255 -0.0012


636



637


CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 3 (SUS) W+P1

638

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 10 -6.609 -0.000 -0.000 -0.0000 -0.0000 0.0000 11 -6.457 0.000 0.000 -0.0000 -0.0000 0.0000 12 -6.307 0.000 0.000 -0.0000 -0.0000 0.0000 13 -6.160 0.000 0.000 -0.0000 -0.0000 0.0000 14 -5.944 -0.000 -0.000 -0.0000 0.0000 -0.0000 15 -3.852 0.000 -0.000 -0.0000 -0.0000 0.0001 16 -3.693 0.000 0.000 -0.0000 -0.0000 -0.0001 17 -3.589 -0.001 0.000 -0.0000 -0.0000 -0.0004 18 -3.487 -0.004 0.000 -0.0000 0.0000 -0.0009 19 -3.437 -0.006 0.000 -0.0000 0.0000 -0.0009 20 -3.386 -0.008 -0.000 -0.0000 0.0000 -0.0006 30 -3.164 -0.000 -0.000 -0.0000 0.0000 0.0002 40 -3.160 -0.000 -0.000 -0.0000 0.0000 -0.0000 50 -3.156 -0.000 -0.000 -0.0000 0.0000 -0.0002 60 -2.937 -0.008 -0.000 -0.0000 -0.0000 0.0006 61 -2.838 -0.004 0.000 -0.0000 -0.0000 0.0009 62 -2.741 -0.001 0.000 -0.0000 -0.0000 0.0004 63 -2.645 0.000 0.000 -0.0000 -0.0000 0.0001 64 -2.504 0.000 -0.000 -0.0000 0.0002 -0.0001 65 -1.435 -0.000 0.000 -0.0000 -0.0024 0.0000 66 -0.456 0.000 -0.005 -0.0000 0.0098 -0.0000 67 -0.337 -0.000 -0.062 -0.0000 0.0010 -0.0000 68 -0.259 -0.000 -0.019 -0.0000 -0.0324 -0.0000 69 -0.180 -0.000 0.258 -0.0000 -0.1067 0.0000 70 0.345 0.000 1.575 -0.0000 0.0033 0.0000 71 -0.102 -0.000 0.934 -0.0000 -0.1815 0.0000 72 0.133 0.000 1.467 -0.0000 -0.1454 0.0000 73 0.199 0.000 1.524 -0.0000 0.0359 0.0001 74 0.059 -0.000 1.475 -0.0000 0.0224 0.0001 75 -0.000 -0.000 1.426 0.0000 0.0069 0.0001 76 -0.004 -0.000 1.353 0.0000 -0.0015 0.0001 77 0.000 0.000 0.854 0.0000 0.0004 0.0002 78 -0.000 -0.000 0.070 -0.0000 0.0002 0.0004 79 -0.016 -0.000 -0.316 -0.0000 0.0003 0.0005 80 -0.000 -0.000 -0.703 -0.0000 -0.0013 0.0006 81 -0.000 -0.004 -0.524 -0.0000 0.0583 0.0010 82 -0.000 0.001 -0.569 -0.0000 -0.0635 0.0003 89 -0.000 -0.006 -0.416 -0.0000 0.0586 0.0010 90 -0.000 -0.007 -0.314 -0.0000 0.0530 0.0008

100 -0.000 -0.000 -0.019 -0.0000 0.0082 -0.0002 110 0.000 -0.000 -0.000 -0.0000 0.0077 -0.0000 120 0.000 -0.000 0.017 -0.0000 0.0072 0.0002 130 0.000 -0.008 0.000 -0.0000 -0.0028 -0.0006 131 0.000 -0.004 -0.004 -0.0000 -0.0000 -0.0008 132 0.000 -0.001 -0.002 -0.0000 0.0003 -0.0004 133 0.000 0.000 -0.002 -0.0000 -0.0006 -0.0002 134 0.000 0.000 0.002 -0.0000 0.0055 0.0001


639

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 139 -0.443 -0.002 0.123 -0.0000 -0.0015 -0.0001 140 0.000 0.000 0.202 -0.0000 0.0078 -0.0001 145 0.016 0.000 0.004 0.0000 -0.0001 0.0005 146 0.003 -0.000 -0.000 0.0000 0.0000 -0.0001 147 -0.007 0.000 -0.000 0.0000 -0.0000 0.0000 148 -0.029 -0.000 0.000 0.0000 0.0000 -0.0000 149 -0.095 -0.000 -0.000 0.0000 -0.0001 0.0000 150 -0.961 0.000 0.812 0.0000 -0.1524 0.0000 151 -0.309 -0.000 0.000 0.0000 0.0002 -0.0000 152 -0.594 -0.000 -0.000 0.0000 -0.0007 0.0000 153 -0.921 -0.000 0.000 0.0000 0.0021 0.0000 154 -1.164 0.000 -0.006 0.0000 -0.0065 -0.0000 155 -1.201 0.000 -0.034 0.0000 0.0052 -0.0000 156 -1.227 0.000 0.038 0.0000 0.0363 0.0000 157 -1.253 0.000 0.306 0.0000 0.0883 0.0000 158 -1.279 -0.000 0.798 0.0000 0.1023 0.0000 159 -1.296 -0.000 0.925 0.0000 -0.0405 0.0000 160 0.000 -0.008 0.623 -0.0006 0.0032 0.0000 161 -0.318 0.000 0.778 0.0000 -0.1094 0.0000 162 -0.004 0.000 0.744 0.0000 -0.0410 0.0000 163 0.053 -0.001 0.688 -0.0004 0.0064 0.0000 164 0.021 -0.004 0.655 -0.0009 0.0062 0.0000 165 0.009 -0.006 0.639 -0.0009 0.0046 0.0000 166 0.005 0.000 -0.153 0.0000 0.0081 0.0005 167 -0.064 0.000 -0.296 -0.0000 0.0269 0.0006 168 -0.218 -0.001 -0.291 -0.0001 0.0567 0.0007 170 -0.007 -0.000 0.550 0.0002 -0.0008 0.0000 180 -0.006 -0.000 0.549 0.0000 -0.0008 0.0000 190 -0.004 -0.000 0.548 -0.0002 -0.0008 0.0000 200 -0.000 -0.008 0.478 0.0006 0.0008 0.0000 201 -0.006 -0.004 0.447 0.0008 0.0007 0.0000 202 -0.003 -0.001 0.416 0.0004 -0.0040 0.0000 203 0.034 0.000 0.385 0.0001 -0.0146 0.0000 210 0.235 0.000 0.322 0.0000 -0.0185 0.0000 211 0.074 0.000 0.306 -0.0001 0.0226 0.0000 212 0.007 -0.001 0.299 -0.0004 0.0093 0.0000 213 -0.013 -0.004 0.291 -0.0009 0.0021 0.0001 214 0.124 0.000 0.160 0.0000 -0.0343 0.0000 215 0.012 0.000 0.039 0.0000 -0.0184 0.0000 216 -0.099 -0.000 -0.006 0.0000 -0.0047 0.0000 217 -0.266 -0.000 -0.003 0.0000 0.0019 -0.0000 218 -1.517 -0.000 0.000 0.0000 -0.0005 0.0000 219 -0.015 -0.006 0.288 -0.0009 0.0007 0.0001 220 -0.016 -0.008 0.284 -0.0006 0.0000 0.0001 221 -3.021 0.000 -0.000 0.0000 0.0001 -0.0000 222 -4.522 0.000 0.000 0.0000 -0.0000 0.0000 223 -4.741 -0.000 -0.000 0.0000 0.0000 0.0002 224 -4.890 -0.002 -0.000 0.0000 0.0000 0.0005 225 -5.041 -0.004 -0.000 0.0000 0.0000 0.0004


640

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 230 -0.010 -0.000 0.269 0.0002 -0.0008 0.0001 240 -0.008 -0.000 0.269 0.0000 -0.0008 0.0001 250 -0.006 -0.000 0.269 -0.0002 -0.0008 0.0001 260 -0.000 -0.008 0.256 0.0006 -0.0003 0.0001 261 0.000 -0.004 0.251 0.0009 -0.0000 0.0001 262 0.000 -0.001 0.245 0.0004 0.0000 0.0001 263 0.000 0.000 0.240 0.0001 0.0000 0.0001 264 -0.000 0.000 0.232 -0.0001 0.0000 0.0001 265 -0.000 -0.000 0.180 0.0000 0.0000 0.0001 266 0.000 -0.000 0.108 -0.0000 -0.0002 0.0001 267 -0.000 0.000 0.039 0.0000 0.0011 0.0002 268 0.000 -0.000 -0.041 -0.0001 -0.0051 0.0003 270 0.000 0.000 -0.158 0.0005 0.0195 0.0004 271 -0.000 -0.000 -0.325 -0.0012 -0.0050 0.0003 272 0.000 0.004 -0.514 0.0047 0.0005 0.0002 273 -0.001 0.023 -0.539 -0.0042 -0.0000 0.0001 274 -0.000 -0.032 -0.555 -0.0271 -0.0001 0.0001 275 0.000 -0.530 -0.529 0.1016 -0.0001 0.0001 276 -0.000 0.607 0.480 -0.0763 -0.0000 0.0001 277 -0.000 -0.230 -0.572 -0.0641 -0.0000 0.0001 278 -0.000 -0.193 -0.221 0.0789 -0.0001 0.0001 279 -0.000 -0.014 -0.072 0.0346 -0.0001 0.0001 280 -0.006 -0.000 -0.181 0.0007 -0.0007 0.0000 281 0.000 -0.581 -0.589 -0.0703 -0.0000 0.0001 282 0.000 -0.633 -0.598 0.0231 -0.0000 0.0001 283 -0.000 0.091 -0.000 0.0333 -0.0001 0.0001 284 0.000 0.263 0.142 0.0748 -0.0001 0.0001 285 -0.000 0.582 0.431 0.0944 -0.0001 0.0001 286 -0.000 0.672 0.492 0.0138 -0.0000 0.0001 287 0.000 0.235 0.461 -0.0670 -0.0000 0.0001 288 -0.000 0.031 0.443 -0.0279 0.0000 0.0001 289 -0.000 -0.025 0.425 -0.0041 0.0000 0.0001 290 -0.098 -0.008 -0.000 0.0005 -0.0000 0.0006 291 0.000 -0.005 0.398 0.0049 -0.0000 0.0001 292 -0.000 0.000 0.209 -0.0017 0.0001 0.0001 293 -0.015 -0.033 0.014 0.0003 0.0002 0.0000 294 -0.073 0.000 -0.000 0.0006 0.0010 -0.0001 295 -0.082 0.000 0.001 0.0006 -0.0001 0.0001 296 -0.087 -0.001 0.001 0.0006 -0.0001 0.0004 297 -0.093 -0.004 0.000 0.0005 -0.0001 0.0009 298 -0.096 -0.006 -0.000 0.0005 -0.0001 0.0009 299 -0.005 0.000 -0.103 0.0006 -0.0053 -0.0000 300 -0.111 -0.000 -0.000 0.0005 0.0000 -0.0002 301 -0.153 -0.002 -0.062 0.0005 0.0179 0.0005 302 -0.310 -0.004 -0.003 0.0005 0.0100 0.0004 310 -0.111 -0.000 -0.000 0.0005 0.0000 -0.0000 320 -0.111 -0.000 -0.000 0.0005 0.0000 0.0002 330 -0.127 -0.008 -0.000 0.0005 0.0000 -0.0006 331 -0.134 -0.004 0.000 0.0005 0.0000 -0.0009


641



642

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 381 0.363 0.000 -0.000 0.0002 0.0002 -0.0000 382 0.698 -0.000 0.000 0.0002 -0.0006 0.0000 383 0.283 -0.001 -0.496 -0.0006 -0.1108 -0.0001 384 -0.011 0.005 -0.452 -0.0022 -0.0355 -0.0000 385 0.001 -0.796 -0.176 -0.0427 -0.0004 0.0001 386 0.000 0.392 -1.008 0.0340 -0.0000 -0.0001 387 0.000 -0.604 -0.314 -0.0427 -0.0002 -0.0000 388 -0.000 -0.485 -0.380 -0.0200 -0.0002 -0.0001 389 1.081 -0.000 -0.000 0.0003 0.0020 -0.0000 390 0.000 -0.008 -0.259 0.0006 0.0001 -0.0001 391 1.367 0.000 0.005 0.0003 -0.0061 0.0000 392 1.411 0.000 0.033 0.0003 0.0035 0.0000 393 1.441 0.000 -0.024 0.0003 0.0304 -0.0000 394 1.471 -0.000 -0.254 0.0003 0.0783 -0.0000 395 1.502 -0.000 -0.703 0.0003 0.0996 -0.0001 396 1.475 -0.001 -0.738 0.0003 -0.0987 -0.0002 397 -0.065 0.019 -0.409 -0.0041 -0.0017 -0.0000 398 -0.026 0.037 -0.340 0.0041 0.0065 0.0000 399 -0.005 -0.018 -0.297 0.0289 0.0031 0.0001 400 0.001 -0.000 -0.216 -0.0002 0.0001 -0.0001 401 0.002 -0.238 -0.254 0.0757 0.0007 0.0001 402 0.003 -0.678 -0.211 0.1008 -0.0001 0.0001 403 0.002 -0.809 -0.175 0.0400 -0.0004 0.0002 404 -0.000 -0.375 -0.420 -0.0348 -0.0001 -0.0001 405 -0.000 -0.170 -0.572 -0.0882 -0.0001 -0.0001 406 0.000 0.223 -0.914 -0.1223 -0.0001 -0.0001 407 0.000 0.375 -1.008 -0.0629 -0.0001 -0.0001 408 -0.000 0.177 -0.980 0.0425 -0.0000 -0.0001 409 -0.000 0.036 -0.953 0.0205 0.0000 -0.0001 410 0.001 -0.000 -0.215 0.0000 0.0000 -0.0001 411 -0.000 -0.011 -0.926 0.0044 0.0000 -0.0001 412 0.000 -0.003 -0.887 -0.0027 0.0000 -0.0001 413 0.000 0.000 -0.600 0.0007 0.0000 -0.0001 414 -0.000 0.000 -0.349 -0.0001 -0.0000 -0.0001 415 -0.000 0.000 -0.319 0.0001 -0.0000 -0.0001 416 -0.000 -0.001 -0.299 0.0004 0.0000 -0.0001 417 0.000 -0.004 -0.279 0.0009 0.0000 -0.0001 418 0.000 -0.006 -0.269 0.0009 0.0001 -0.0001 419 0.147 0.000 -0.013 0.0006 -0.0102 0.0000 420 0.001 -0.000 -0.215 0.0002 0.0000 -0.0001 421 0.297 0.000 0.066 0.0007 -0.0281 -0.0000 422 0.292 -0.001 0.222 0.0007 -0.0572 -0.0001 423 0.008 0.000 0.147 -0.0000 -0.0087 0.0006 424 -0.065 0.000 0.297 0.0000 -0.0274 0.0007 425 -0.221 -0.001 0.293 0.0001 -0.0570 0.0007 430 -0.000 -0.008 -0.174 -0.0006 -0.0004 -0.0001 431 -0.002 -0.004 -0.156 -0.0009 0.0002 -0.0000 432 0.004 -0.001 -0.138 -0.0004 0.0030 -0.0000 433 0.026 0.000 -0.120 -0.0001 0.0075 -0.0000


643

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 434 -0.061 0.000 -0.068 0.0001 -0.0463 -0.0000 440 -0.702 0.000 -0.016 -0.0001 0.0162 -0.0000 441 -0.174 0.000 -0.013 0.0001 0.0573 -0.0000 442 -0.009 -0.001 -0.012 0.0004 0.0218 -0.0000 443 0.034 -0.004 -0.010 0.0009 0.0035 -0.0000 444 0.036 -0.006 -0.009 0.0009 -0.0001 -0.0000 445 0.032 -0.008 -0.009 0.0006 -0.0019 -0.0000 446 -0.340 -0.000 -0.000 -0.0000 -0.0024 -0.0000 447 -0.234 0.000 0.000 -0.0000 0.0003 0.0001 448 -0.220 0.000 -0.000 -0.0000 -0.0000 -0.0001 449 -0.212 -0.001 -0.000 -0.0000 -0.0000 -0.0004 450 0.007 -0.000 -0.005 -0.0002 -0.0016 -0.0000 451 -0.203 -0.004 -0.000 -0.0000 -0.0000 -0.0009 460 0.003 -0.000 -0.005 -0.0000 -0.0016 -0.0000 470 -0.001 -0.000 -0.006 0.0002 -0.0015 -0.0000 480 -0.000 -0.008 -0.005 -0.0006 0.0004 -0.0000 481 0.001 -0.004 -0.004 -0.0009 0.0000 -0.0000 482 0.000 -0.001 -0.004 -0.0004 -0.0001 -0.0000 483 0.000 0.000 -0.003 -0.0001 -0.0000 -0.0000 484 -0.000 0.000 -0.003 0.0001 -0.0000 -0.0000 485 0.000 0.530 0.564 0.1065 0.0000 -0.0000 486 0.000 -0.623 -0.487 -0.0784 0.0000 -0.0000 487 -0.000 0.182 0.240 0.0820 0.0000 -0.0000 488 -0.000 0.001 0.084 0.0336 0.0000 -0.0000 489 -0.000 -0.000 0.002 -0.0000 0.0000 -0.0000 490 0.021 -0.000 0.111 -0.0002 0.0004 -0.0000 491 0.000 0.000 0.011 -0.0000 -0.0000 -0.0000 492 -0.000 -0.000 0.028 0.0000 0.0000 -0.0000 493 0.000 0.000 0.142 -0.0002 -0.0000 -0.0000 494 -0.000 -0.000 0.289 0.0005 0.0000 -0.0000 495 0.000 0.000 0.453 -0.0015 -0.0000 -0.0000 496 -0.000 -0.005 0.575 0.0047 -0.0000 -0.0000 497 -0.000 -0.023 0.594 -0.0044 -0.0000 -0.0000 498 -0.299 -0.000 0.000 -0.0001 -0.0003 0.0000 499 -0.676 -0.000 -0.000 -0.0000 -0.0025 0.0000 500 -0.897 0.000 -1.151 -0.0000 0.1264 0.0000 501 -0.000 0.034 0.606 -0.0277 0.0000 -0.0000 502 0.000 0.234 0.619 -0.0649 0.0000 -0.0000 503 0.000 0.589 0.632 -0.0704 0.0000 -0.0000 504 0.000 0.639 0.639 0.0264 0.0000 -0.0000 505 0.000 -0.104 0.012 0.0319 0.0000 -0.0000 506 0.000 -0.274 -0.134 0.0766 0.0000 -0.0000 507 -0.000 -0.599 -0.434 0.0970 0.0000 -0.0000 508 -0.000 -0.691 -0.498 0.0141 0.0000 -0.0000 509 -0.000 -0.242 -0.472 -0.0689 -0.0000 -0.0000 510 -0.000 -0.000 -0.292 0.0000 0.0001 -0.0000 511 -0.000 -0.032 -0.457 -0.0286 -0.0000 -0.0000 512 -0.000 0.026 -0.443 -0.0042 -0.0000 -0.0000 513 0.000 0.005 -0.421 0.0050 0.0000 -0.0000


644



645

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 590 0.022 0.000 -0.007 0.0000 -0.0018 0.0004 591 0.013 -0.000 -0.000 0.0002 0.0005 -0.0001 592 0.006 0.000 0.000 0.0003 -0.0001 0.0000 593 0.002 0.000 -0.000 0.0004 0.0000 -0.0001 594 0.002 0.000 0.000 0.0004 -0.0000 0.0001 595 0.001 -0.001 0.000 0.0004 -0.0000 0.0004 596 0.001 -0.004 -0.000 0.0004 -0.0000 0.0009 597 0.007 0.000 0.143 -0.0000 -0.0081 0.0005 598 -0.064 -0.000 0.294 0.0000 -0.0269 0.0006 599 0.001 -0.006 -0.000 0.0004 -0.0000 0.0009 600 0.001 -0.008 -0.000 0.0004 -0.0000 0.0006 601 -0.218 -0.001 0.290 0.0002 -0.0564 0.0007 610 -0.000 -0.000 -0.000 0.0004 0.0000 -0.0002 620 0.000 -0.000 0.000 0.0004 0.0000 -0.0000 630 0.000 -0.000 0.000 0.0004 0.0000 0.0002 640 -0.000 -0.008 0.000 0.0005 -0.0000 -0.0006 641 -0.000 -0.004 -0.000 0.0005 -0.0000 -0.0009 642 -0.001 -0.001 -0.000 0.0005 -0.0000 -0.0004 643 -0.001 0.000 -0.000 0.0005 -0.0000 -0.0001 644 -0.001 0.000 0.000 0.0005 0.0004 0.0000 645 -0.003 -0.000 -0.000 0.0006 -0.0031 -0.0000 799 -0.000 -0.006 0.116 0.0009 0.0015 -0.0000 800 0.003 -0.008 0.125 0.0006 0.0010 -0.0000 810 0.005 -0.000 0.162 -0.0002 -0.0003 -0.0000 820 0.004 -0.000 0.162 -0.0000 -0.0003 -0.0000 825 0.003 -0.000 0.163 0.0002 -0.0003 -0.0000 830 0.000 -0.008 0.203 -0.0006 -0.0002 -0.0000 831 -0.000 -0.004 0.221 -0.0008 -0.0000 -0.0000 832 -0.000 -0.001 0.239 -0.0004 0.0000 -0.0000 833 -0.000 -0.000 0.258 -0.0001 0.0000 -0.0000 835 0.000 0.553 0.459 0.0953 0.0000 -0.0000 836 -0.000 -0.584 -0.524 -0.0721 0.0000 -0.0000 837 -0.000 0.231 0.170 0.0750 0.0000 -0.0000 838 0.000 0.001 0.286 -0.0005 0.0000 -0.0000 839 0.000 -0.007 0.419 0.0040 -0.0000 -0.0000 840 -0.061 0.000 -0.011 0.0005 -0.0010 -0.0002 841 -0.000 -0.024 0.448 -0.0042 -0.0000 -0.0000 842 -0.000 0.031 0.468 -0.0271 -0.0000 -0.0000 843 -0.000 0.229 0.489 -0.0648 0.0000 -0.0000 844 0.000 0.587 0.509 -0.0729 0.0000 -0.0000 845 0.000 0.647 0.521 0.0169 0.0000 -0.0000 846 -0.000 0.058 0.029 0.0332 0.0000 -0.0000 847 0.000 -0.048 -0.039 0.0334 0.0000 -0.0000 848 0.000 -0.222 -0.180 0.0756 0.0000 -0.0000 849 -0.000 -0.546 -0.472 0.0963 0.0000 -0.0000 850 -0.000 -0.642 -0.535 0.0181 0.0000 -0.0000 851 -0.000 -0.228 -0.504 -0.0645 -0.0000 -0.0001 852 -0.000 -0.031 -0.484 -0.0270 -0.0000 -0.0001 853 -0.000 0.024 -0.464 -0.0041 -0.0000 -0.0001


646

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 854 0.000 0.004 -0.434 0.0047 0.0001 -0.0001 855 -0.000 -0.000 -0.217 -0.0012 -0.0006 -0.0001 856 0.000 -0.000 0.009 -0.0001 0.0009 -0.0001 857 -0.000 0.000 0.045 0.0000 -0.0019 -0.0001 900 0.010 0.000 0.003 0.0000 -0.0001 0.0006 901 0.007 0.000 -0.000 0.0000 0.0002 -0.0002 902 0.016 -0.000 0.000 0.0000 -0.0006 0.0000 903 0.050 0.000 -0.000 0.0000 0.0021 0.0000 904 0.139 -0.000 0.000 0.0000 -0.0073 -0.0001 905 -0.047 0.000 -0.270 -0.0000 0.0234 0.0007 906 -0.190 -0.001 -0.271 -0.0001 0.0527 0.0007 910 0.384 -0.000 0.005 0.0000 0.0269 0.0002 911 0.524 0.000 -0.003 0.0000 -0.0104 -0.0001 912 0.669 -0.000 0.047 0.0000 0.0092 0.0000 913 0.706 0.000 -0.028 0.0000 0.0382 0.0000 914 0.743 0.000 -0.321 0.0000 0.1041 -0.0000 915 0.781 0.000 -0.940 0.0000 0.1476 -0.0000 916 0.893 0.000 -1.267 0.0000 0.0404 -0.0000 917 0.005 -0.000 -0.274 -0.0000 0.0567 0.0004 918 -0.200 -0.001 -0.255 -0.0002 0.0631 0.0005 920 0.773 -0.000 -1.250 0.0000 -0.0987 -0.0000 921 0.297 -0.000 -1.220 -0.0000 -0.0855 -0.0000 922 0.038 -0.000 -1.191 -0.0000 -0.0352 -0.0000 923 -0.033 -0.000 -1.162 -0.0000 -0.0050 -0.0000 924 -0.006 0.000 -1.120 -0.0000 0.0062 -0.0000 925 0.000 -0.000 -0.839 0.0000 -0.0009 -0.0000 926 -0.000 0.000 -0.461 -0.0000 -0.0049 -0.0000 930 0.000 0.000 -0.153 0.0000 0.0204 -0.0000 931 0.000 -0.000 0.223 -0.0000 -0.0027 -0.0000 932 -0.000 -0.000 0.523 0.0000 -0.0001 -0.0000 933 0.000 -0.000 0.843 -0.0000 0.0022 -0.0000 934 -0.006 -0.000 1.077 -0.0000 -0.0073 -0.0000 935 -0.039 0.000 1.113 -0.0000 0.0047 -0.0000 936 0.034 0.000 1.137 -0.0000 0.0380 -0.0000 937 0.318 0.000 1.162 0.0000 0.0957 -0.0000 938 0.862 -0.000 1.187 0.0000 0.1181 -0.0000 939 1.048 -0.000 1.229 0.0000 -0.0197 -0.0000 940 0.960 -0.000 0.941 0.0000 -0.1422 -0.0000 941 0.931 0.000 0.326 0.0000 -0.1054 -0.0000 942 0.902 0.000 0.022 0.0000 -0.0394 -0.0000 943 0.874 0.000 -0.049 0.0000 -0.0038 -0.0000 944 0.832 -0.000 -0.006 0.0000 0.0093 0.0000 945 0.559 0.000 -0.000 0.0000 -0.0114 -0.0001 946 -0.152 0.000 -0.057 0.0000 0.0169 -0.0000 947 -0.305 0.000 -0.006 0.0000 0.0069 0.0000 948 -0.457 -0.000 0.007 0.0000 0.0010 0.0001 949 -0.524 -0.000 0.008 0.0000 -0.0000 0.0002 950 0.312 -0.000 0.004 0.0000 0.0372 0.0004 951 0.091 -0.000 0.000 0.0000 -0.0106 -0.0001


647

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 952 -0.677 -0.002 0.004 0.0000 -0.0008 0.0005 953 -0.831 -0.004 0.001 0.0000 -0.0006 0.0004 954 0.112 0.000 -0.148 0.0000 0.0409 0.0005 955 -0.072 -0.000 -0.300 -0.0000 0.0448 0.0005 956 -0.257 -0.001 -0.287 -0.0002 0.0616 0.0006 960 0.012 0.000 0.000 0.0000 0.0019 0.0000 961 0.003 -0.000 0.000 0.0000 -0.0003 -0.0000 962 0.001 0.000 -0.000 0.0000 0.0001 -0.0000 963 0.000 -0.000 0.000 0.0000 -0.0000 0.0000 964 0.000 0.000 -0.000 0.0000 -0.0000 -0.0001 965 -0.000 0.000 -0.000 0.0000 0.0000 0.0001 966 -0.000 -0.001 0.000 0.0000 0.0001 0.0004 967 -0.000 -0.004 0.001 0.0000 0.0002 0.0008 968 0.004 0.000 -0.152 0.0000 0.0013 0.0000 969 -0.000 -0.006 0.001 0.0000 0.0002 0.0009 970 -0.000 -0.008 0.002 0.0000 0.0003 0.0006 971 0.000 0.000 -0.305 -0.0000 0.0005 0.0000 972 -0.001 -0.000 -0.457 -0.0001 0.0000 0.0000 973 -0.001 -0.000 -0.525 -0.0002 -0.0000 0.0000 974 -0.000 -0.002 -0.678 -0.0005 -0.0001 0.0000 975 -0.000 -0.004 -0.831 -0.0004 -0.0000 0.0000 980 -0.000 -0.000 0.001 -0.0000 -0.0007 -0.0002 990 0.000 -0.000 -0.000 -0.0000 -0.0007 0.0000 1000 0.000 -0.000 -0.002 -0.0000 -0.0007 0.0002 1010 0.000 -0.008 0.000 -0.0000 0.0027 -0.0006 1011 0.000 -0.004 0.017 -0.0000 0.0027 -0.0009 1012 0.000 -0.001 0.017 -0.0000 -0.0067 -0.0005 1013 0.000 0.001 -0.055 -0.0000 -0.0316 -0.0002 1014 0.000 0.001 -0.340 -0.0000 -0.0715 0.0000 1199 -0.199 -0.006 0.000 -0.0000 -0.0000 -0.0009 1200 -0.194 -0.008 0.000 -0.0000 -0.0000 -0.0006 1210 -0.175 -0.000 0.000 -0.0000 0.0000 0.0002 1220 -0.175 -0.000 0.000 -0.0000 0.0000 -0.0000 1230 -0.175 -0.000 0.000 -0.0000 0.0000 -0.0002 1240 -0.159 -0.008 -0.000 -0.0000 0.0000 0.0006 1241 -0.152 -0.004 -0.000 -0.0000 -0.0000 0.0008 1242 -0.145 -0.001 0.000 -0.0000 -0.0001 0.0004 1243 -0.138 0.000 0.001 0.0000 -0.0002 0.0001 1244 -0.116 0.000 -0.002 0.0000 0.0012 -0.0000 1250 -0.094 -0.000 0.013 0.0000 -0.0079 -0.0002 1251 -0.038 0.000 -0.137 -0.0000 -0.0159 -0.0003 1252 0.062 -0.000 -0.288 -0.0001 -0.0312 -0.0004 1253 0.222 -0.001 -0.283 -0.0002 -0.0568 -0.0005 1260 -0.035 -0.000 -0.001 0.0000 0.0051 0.0001 1261 -0.010 0.000 -0.000 0.0000 -0.0013 -0.0000 1262 0.000 0.000 0.000 0.0000 0.0001 0.0000 1263 0.012 -0.000 -0.000 0.0000 0.0010 -0.0000 1264 0.040 0.000 0.000 0.0000 -0.0041 0.0001 1265 -0.013 -0.000 0.150 -0.0000 0.0039 0.0001


648

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 1266 -0.001 0.000 0.301 -0.0000 0.0015 0.0001 1267 0.002 0.000 0.452 -0.0000 0.0002 0.0001 1268 0.001 0.000 0.707 -0.0000 -0.0002 0.0001 1269 0.000 -0.000 0.962 0.0002 -0.0000 0.0001 1270 0.142 0.000 0.004 0.0000 0.0159 -0.0005 1271 -0.000 -0.002 1.115 0.0005 -0.0000 0.0001 1272 -0.000 -0.004 1.268 0.0004 0.0000 0.0001 1273 0.061 0.000 -0.267 -0.0000 -0.0107 -0.0006 1274 0.181 -0.001 -0.275 -0.0001 -0.0487 -0.0007 1280 0.639 -0.000 -0.000 0.0000 -0.0000 0.0001 1281 0.963 0.000 0.005 0.0000 -0.0080 -0.0000 1282 1.002 -0.000 0.043 0.0000 0.0041 0.0000 1283 1.029 -0.000 -0.029 0.0000 0.0384 0.0000 1284 1.056 -0.000 -0.321 0.0000 0.0997 0.0000 1285 1.083 0.000 -0.894 0.0000 0.1285 0.0000 1286 1.145 0.000 -1.125 0.0000 -0.0022 0.0000 1290 0.903 0.000 -1.058 0.0000 -0.1311 0.0000 1291 0.322 -0.000 -1.030 0.0000 -0.1007 0.0000 1292 0.028 -0.000 -1.003 -0.0000 -0.0386 0.0000 1293 -0.043 -0.000 -0.976 -0.0000 -0.0043 0.0000 1294 -0.009 0.000 -0.936 -0.0000 0.0069 0.0000 1295 0.000 -0.000 -0.742 0.0000 -0.0005 0.0000 1300 -0.000 0.000 -0.568 -0.0000 -0.0043 0.0000 1310 0.003 0.000 -0.219 0.0000 0.0291 0.0000 1311 0.000 -0.000 -0.032 -0.0000 -0.0064 0.0000 1312 -0.000 -0.008 0.250 0.0007 -0.0000 -0.0000 1313 -0.000 -0.000 0.045 0.0000 0.0012 0.0000 1314 -0.000 -0.001 0.262 -0.0002 -0.0000 -0.0000 1315 0.000 0.000 0.109 -0.0000 -0.0002 0.0000 1316 -0.000 -0.000 0.263 -0.0001 -0.0000 -0.0000 1317 -0.000 -0.000 0.177 0.0000 0.0000 -0.0000 1318 -0.000 -0.000 0.263 0.0001 -0.0000 -0.0000 1319 0.000 -0.007 0.277 -0.0005 0.0000 -0.0000 1320 -0.003 -0.000 0.353 -0.0000 -0.0063 -0.0000 1321 0.000 0.000 0.227 -0.0001 -0.0000 -0.0000 1322 -0.000 0.000 0.235 0.0001 0.0000 -0.0000 1323 -0.000 -0.001 0.240 0.0004 0.0000 -0.0000 1324 -0.000 -0.004 0.245 0.0009 -0.0000 -0.0000 1325 -0.000 -0.006 0.248 0.0009 -0.0000 -0.0000 1326 0.000 -0.003 0.284 -0.0008 0.0000 -0.0000 1327 0.000 -0.001 0.291 -0.0004 -0.0001 -0.0000 1328 -0.001 0.000 0.298 -0.0001 -0.0002 -0.0000 1329 0.002 0.000 0.325 0.0000 0.0015 -0.0000 1330 0.039 0.000 0.419 0.0000 0.0379 -0.0000 1331 -0.169 0.000 0.386 0.0000 -0.0057 -0.0000 1332 -0.347 -0.000 0.002 0.0000 -0.0197 0.0000 1333 -0.742 0.000 0.005 0.0000 0.0076 -0.0000 1334 -0.817 0.000 0.033 -0.0000 -0.0042 -0.0000 1335 -0.867 0.000 -0.027 -0.0000 -0.0303 0.0000


649



650

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 1385 0.641 -0.472 -0.000 0.0000 0.0000 0.1107 1386 0.721 -0.590 -0.000 0.0000 0.0000 0.0342 1387 0.702 -0.225 0.000 0.0000 0.0000 -0.0609 1388 0.687 -0.035 0.000 0.0000 0.0000 -0.0265 1389 0.673 0.021 0.000 0.0000 0.0000 -0.0044 1390 -1.023 -0.008 0.001 -0.0000 0.0003 0.0006 1391 0.652 0.004 -0.000 0.0000 -0.0000 0.0043 1392 0.514 -0.000 0.000 0.0000 0.0000 -0.0014 1393 0.330 0.000 -0.000 0.0000 -0.0000 0.0004 1394 0.166 -0.000 0.000 0.0000 0.0002 -0.0002 1395 0.032 0.000 -0.000 -0.0000 -0.0011 0.0000 1396 -0.054 0.000 0.000 -0.0000 0.0044 -0.0000 1397 -0.176 -0.000 -0.000 -0.0000 -0.0146 0.0001 1398 -0.853 0.000 0.003 -0.0000 -0.0057 -0.0000 1399 -0.909 0.000 -0.007 -0.0000 0.0004 0.0001 1400 -1.108 -0.000 0.003 -0.0000 0.0000 -0.0002 1401 -0.946 -0.001 -0.003 -0.0000 0.0008 0.0004 1402 -0.984 -0.004 -0.001 -0.0000 0.0005 0.0009 1403 -1.003 -0.006 0.000 -0.0000 0.0004 0.0009 1404 -0.639 0.000 0.002 0.0000 -0.0018 -0.0000 1405 -2.156 0.000 -0.000 0.0000 0.0002 0.0000 1406 -2.380 -0.000 0.000 0.0000 -0.0000 0.0002 1407 -2.531 -0.002 0.000 0.0000 -0.0000 0.0005 1408 -2.684 -0.004 0.000 0.0000 -0.0000 0.0004 1409 0.095 0.000 0.186 0.0000 0.0454 -0.0000 1410 -1.110 -0.000 0.003 -0.0000 0.0000 -0.0000 1411 0.152 0.000 0.037 0.0000 0.0216 -0.0000 1412 0.208 -0.000 -0.012 0.0000 0.0045 -0.0000 1413 0.294 -0.000 -0.004 0.0000 -0.0029 -0.0000 1414 0.937 -0.000 0.000 0.0000 0.0011 0.0000 1415 1.546 -0.000 0.000 0.0000 -0.0017 -0.0000 1416 2.310 -0.000 0.000 0.0000 0.0060 -0.0000 1417 2.422 -0.000 -0.050 0.0000 0.0094 -0.0000 1418 2.498 -0.000 -0.090 0.0000 0.0016 0.0000 1419 2.574 0.000 -0.038 0.0000 -0.0422 0.0000 1420 -1.111 -0.000 0.003 -0.0000 -0.0000 0.0002 1421 2.652 0.000 0.330 0.0000 -0.1440 0.0000 1422 2.201 0.000 1.383 0.0000 -0.4806 0.0000 1423 0.241 -0.000 -0.141 -0.0000 0.0561 -0.0000 1424 0.052 0.000 -0.293 0.0000 0.0283 -0.0000 1425 -0.016 0.000 -0.444 0.0000 0.0074 -0.0000 1426 -0.015 0.000 -0.698 0.0000 -0.0026 -0.0000 1427 -0.001 -0.000 -0.954 -0.0002 -0.0009 -0.0000 1428 0.001 -0.002 -1.106 -0.0005 -0.0002 -0.0000 1429 0.001 -0.004 -1.259 -0.0004 0.0001 -0.0000 1430 -1.200 -0.008 -0.000 -0.0000 -0.0006 -0.0006 1431 -1.240 -0.003 0.003 -0.0000 0.0072 -0.0008 1432 -1.312 0.000 0.224 -0.0001 0.0594 -0.0002 1433 -1.354 0.000 0.551 -0.0001 0.0573 -0.0000


651

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 1434 -1.321 0.000 0.531 -0.0001 -0.0831 0.0000 1435 0.153 0.000 0.050 -0.0001 0.0108 -0.0000 1436 0.305 0.000 0.012 -0.0001 0.0058 -0.0001 1437 -0.165 0.000 0.149 -0.0000 0.0570 -0.0004 1438 0.075 -0.000 0.302 0.0000 0.0536 -0.0005 1439 0.274 -0.001 0.284 0.0002 0.0639 -0.0006 1440 -0.916 0.000 0.369 -0.0000 -0.1588 0.0000 1441 -0.285 0.000 0.311 -0.0000 -0.1035 -0.0000 1442 -0.002 -0.000 0.253 -0.0000 -0.0351 -0.0000 1443 0.056 -0.000 0.195 0.0000 -0.0025 -0.0000 1444 0.023 -0.000 0.109 0.0000 0.0057 -0.0000 1445 -0.022 0.000 -0.030 -0.0000 0.0063 -0.0000 1446 -0.063 0.000 -0.117 0.0000 -0.0004 -0.0000 1447 -0.017 0.000 -0.174 0.0000 -0.0326 -0.0000 1448 0.260 0.000 -0.232 0.0000 -0.1060 -0.0000 1449 0.929 0.000 -0.290 -0.0000 -0.1790 -0.0000 1450 1.522 -0.000 -0.582 -0.0000 0.0742 -0.0000 1451 1.465 -0.000 -0.521 -0.0000 -0.1266 -0.0000 1452 1.481 -0.000 -0.224 -0.0000 0.0643 -0.0000 1453 1.441 0.000 -0.028 -0.0000 0.0265 -0.0000 1454 1.401 0.000 0.025 -0.0000 0.0038 0.0000 1455 1.343 0.000 0.004 -0.0000 -0.0047 0.0000 1456 0.946 -0.000 -0.000 -0.0001 0.0011 -0.0000 1457 0.459 -0.000 0.000 -0.0001 0.0008 0.0000 2145 -0.347 -0.003 -0.154 -0.0002 0.0433 0.0008 2154 -0.438 -0.005 -0.059 -0.0002 0.0322 0.0005 2155 -0.587 -0.005 0.056 -0.0002 0.0253 -0.0010 2165 -0.600 -0.000 0.173 -0.0002 0.0253 -0.0012 2209 -5.117 -0.005 0.000 0.0000 0.0000 0.0000 2210 -5.193 -0.005 0.000 0.0000 0.0000 -0.0009 2220 -5.206 -0.000 0.000 0.0000 0.0000 -0.0010 3269 -0.387 -0.005 0.016 0.0005 0.0079 -0.0000 3270 -0.463 -0.005 0.032 0.0005 0.0072 -0.0009 3280 -0.476 -0.000 0.066 0.0005 0.0072 -0.0011 3350 0.154 -0.003 0.352 0.0008 -0.0435 -0.0001 3359 0.059 -0.005 0.443 0.0005 -0.0323 -0.0001 3360 -0.056 -0.005 0.592 -0.0011 -0.0253 -0.0001 3370 -0.173 -0.000 0.605 -0.0012 -0.0253 -0.0001 4370 -0.350 -0.003 0.155 0.0001 -0.0435 0.0008 4379 -0.441 -0.005 0.059 0.0001 -0.0324 0.0005 4380 -0.590 -0.005 -0.056 0.0001 -0.0254 -0.0011 4390 -0.603 -0.000 -0.174 0.0001 -0.0254 -0.0012 4579 0.000 -0.005 0.907 0.0000 0.0000 -0.0001 4580 0.000 -0.005 0.984 -0.0009 0.0000 -0.0001 4590 0.000 -0.000 0.997 -0.0010 0.0000 -0.0001 5590 -0.347 -0.003 0.153 0.0002 -0.0431 0.0008 5599 -0.438 -0.005 0.059 0.0002 -0.0321 0.0005 5600 -0.587 -0.005 -0.055 0.0002 -0.0251 -0.0010 5610 -0.600 -0.000 -0.172 0.0002 -0.0251 -0.0012


652



653


CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 4 (EXP) L4=L2-L3

654

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 10 -0.093 0.000 -0.000 -0.0000 -0.0000 -0.0000 11 -0.091 -0.000 0.000 -0.0000 -0.0000 -0.0000 12 -0.089 -0.000 0.000 -0.0000 -0.0000 -0.0000 13 -0.087 -0.000 0.000 -0.0000 -0.0000 -0.0000 14 -0.084 0.000 -0.000 -0.0000 0.0000 0.0000 15 -0.055 -0.000 -0.000 -0.0000 -0.0000 -0.0000 16 -0.053 -0.000 0.000 -0.0000 -0.0000 0.0000 17 -0.052 0.000 0.000 -0.0000 -0.0000 0.0000 18 -0.050 0.000 0.000 -0.0000 0.0000 0.0000 19 -0.050 0.000 0.000 -0.0000 0.0000 0.0000 20 -0.049 0.000 -0.000 -0.0000 0.0000 0.0000 30 -0.046 0.000 -0.000 -0.0000 0.0000 -0.0000 40 -0.045 -0.000 -0.000 -0.0000 0.0000 -0.0000 50 -0.044 -0.000 -0.000 -0.0000 0.0000 -0.0000 60 -0.041 -0.000 -0.000 -0.0000 -0.0000 0.0000 61 -0.039 0.000 0.000 -0.0000 -0.0000 0.0000 62 -0.038 0.000 0.000 -0.0000 -0.0000 0.0000 63 -0.037 0.000 0.000 -0.0000 -0.0000 0.0000 64 -0.035 -0.000 -0.000 -0.0000 0.0000 -0.0000 65 -0.020 0.000 0.000 -0.0000 -0.0000 0.0000 66 -0.007 -0.000 -0.000 -0.0000 0.0001 -0.0000 67 -0.005 -0.000 -0.001 -0.0000 0.0000 -0.0000 68 -0.004 -0.000 -0.000 -0.0000 -0.0005 0.0000 69 -0.003 0.000 0.004 -0.0000 -0.0015 0.0000 70 0.005 0.000 0.021 -0.0000 0.0001 0.0000 71 -0.002 0.000 0.013 -0.0000 -0.0025 0.0000 72 0.002 0.000 0.020 -0.0000 -0.0020 0.0000 73 0.003 -0.000 0.020 -0.0000 0.0005 0.0000 74 0.001 -0.000 0.020 -0.0000 0.0003 0.0000 75 -0.000 -0.000 0.019 -0.0000 0.0001 0.0000 76 -0.000 0.000 0.018 0.0000 -0.0000 0.0000 77 0.000 -0.000 0.011 -0.0000 0.0000 0.0000 78 -0.000 0.000 0.001 0.0000 0.0000 0.0000 79 -0.000 0.000 -0.004 0.0000 0.0000 0.0000 80 0.000 -0.000 -0.010 -0.0000 -0.0000 0.0000 81 0.000 -0.000 -0.007 -0.0000 0.0008 -0.0000 82 0.000 -0.000 -0.008 -0.0000 -0.0009 0.0000 89 0.000 -0.000 -0.006 -0.0000 0.0008 -0.0000 90 0.000 -0.000 -0.004 -0.0000 0.0007 -0.0000

100 0.001 -0.000 -0.000 -0.0000 0.0001 -0.0000 110 -0.000 -0.000 -0.000 -0.0000 0.0001 -0.0000 120 -0.001 0.000 0.000 -0.0000 0.0001 -0.0000 130 -0.001 0.000 0.000 -0.0000 -0.0000 -0.0000 131 -0.001 0.000 -0.000 -0.0000 -0.0000 0.0000 132 -0.001 0.000 -0.000 -0.0000 0.0000 0.0000 133 -0.001 -0.000 -0.000 -0.0000 -0.0000 0.0000 134 -0.000 0.000 0.000 -0.0000 0.0001 -0.0000


655

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 139 -0.006 -0.000 0.002 -0.0000 -0.0000 0.0000 140 -0.000 -0.000 0.003 -0.0000 0.0001 0.0000 145 0.000 0.000 0.000 -0.0000 -0.0000 -0.0000 146 0.000 0.000 -0.000 -0.0000 0.0000 0.0000 147 -0.000 -0.000 0.000 -0.0000 -0.0000 -0.0000 148 -0.000 0.000 0.000 -0.0000 0.0000 0.0000 149 -0.001 -0.000 -0.000 -0.0000 -0.0000 -0.0000 150 -0.013 -0.000 0.012 -0.0000 -0.0020 -0.0000 151 -0.004 0.000 0.000 -0.0000 0.0000 0.0000 152 -0.008 -0.000 -0.000 -0.0000 -0.0000 0.0000 153 -0.012 0.000 0.000 -0.0000 0.0000 -0.0000 154 -0.015 -0.000 -0.000 -0.0000 -0.0001 0.0000 155 -0.015 -0.000 -0.001 -0.0000 0.0001 -0.0000 156 -0.016 0.000 0.000 -0.0000 0.0005 -0.0000 157 -0.016 0.000 0.004 -0.0000 0.0013 -0.0000 158 -0.016 0.000 0.012 -0.0000 0.0016 -0.0000 159 -0.017 0.000 0.014 -0.0000 -0.0003 -0.0000 160 0.000 0.000 0.010 0.0000 0.0000 0.0000 161 -0.004 -0.000 0.012 0.0000 -0.0015 0.0000 162 -0.000 -0.000 0.011 0.0000 -0.0006 0.0000 163 0.001 0.000 0.011 0.0000 0.0001 0.0000 164 0.000 0.000 0.010 0.0000 0.0001 0.0000 165 0.000 0.000 0.010 0.0000 0.0001 0.0000 166 0.000 -0.000 -0.002 -0.0000 0.0001 -0.0000 167 -0.001 -0.000 -0.004 0.0000 0.0004 -0.0000 168 -0.003 -0.000 -0.004 0.0000 0.0009 -0.0000 170 -0.000 0.000 0.009 -0.0000 -0.0000 0.0000 180 -0.000 -0.000 0.008 -0.0000 -0.0000 0.0000 190 -0.000 -0.000 0.007 -0.0000 -0.0000 0.0000 200 -0.000 -0.000 0.006 -0.0000 0.0000 0.0000 201 -0.000 -0.000 0.006 0.0000 0.0000 0.0000 202 -0.000 0.000 0.006 0.0000 -0.0001 0.0000 203 0.000 0.000 0.005 0.0000 -0.0002 0.0000 210 0.003 0.000 0.004 -0.0000 -0.0003 0.0000 211 0.001 0.000 0.004 -0.0000 0.0003 0.0000 212 0.000 0.000 0.004 -0.0000 0.0001 0.0000 213 -0.000 0.000 0.004 0.0000 0.0000 0.0000 214 0.002 -0.000 0.002 -0.0000 -0.0005 0.0000 215 0.000 -0.000 0.001 -0.0000 -0.0003 -0.0000 216 -0.001 -0.000 -0.000 -0.0000 -0.0001 -0.0000 217 -0.004 0.000 -0.000 -0.0000 0.0000 -0.0000 218 -0.021 0.000 0.000 -0.0000 -0.0000 0.0000 219 -0.000 0.000 0.004 0.0000 0.0000 0.0000 220 -0.000 0.000 0.004 0.0000 0.0000 0.0000 221 -0.042 -0.000 -0.000 -0.0000 0.0000 -0.0000 222 -0.062 0.000 0.000 -0.0000 -0.0000 0.0000 223 -0.065 -0.000 -0.000 -0.0000 0.0000 -0.0000 224 -0.067 -0.000 -0.000 -0.0000 0.0000 -0.0000 225 -0.069 -0.000 -0.000 -0.0000 0.0000 -0.0000


656

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 230 -0.000 0.000 0.004 -0.0000 -0.0000 0.0000 240 -0.000 -0.000 0.003 -0.0000 -0.0000 0.0000 250 -0.000 -0.000 0.002 -0.0000 -0.0000 0.0000 260 -0.000 -0.000 0.002 0.0000 -0.0000 0.0000 261 0.000 0.000 0.002 0.0000 -0.0000 0.0000 262 0.000 0.000 0.002 0.0000 0.0000 0.0000 263 0.000 0.000 0.002 0.0000 0.0000 0.0000 264 -0.000 -0.000 0.002 -0.0000 0.0000 0.0000 265 -0.000 0.000 0.001 0.0000 0.0000 0.0000 266 0.000 -0.000 0.001 -0.0000 -0.0000 0.0000 267 -0.000 0.000 0.000 0.0000 0.0000 0.0000 268 0.000 -0.000 -0.001 -0.0000 -0.0001 0.0000 270 0.000 0.000 -0.002 0.0000 0.0003 0.0000 271 -0.000 -0.000 -0.004 -0.0000 -0.0001 0.0000 272 0.000 0.000 -0.007 0.0001 0.0000 0.0000 273 -0.000 0.000 -0.007 -0.0001 -0.0000 0.0000 274 -0.000 -0.000 -0.008 -0.0004 -0.0000 0.0000 275 0.000 -0.007 -0.007 0.0014 -0.0000 0.0000 276 -0.000 0.008 0.007 -0.0010 -0.0000 0.0000 277 -0.000 -0.003 -0.008 -0.0009 -0.0000 0.0000 278 0.000 -0.003 -0.003 0.0011 -0.0000 0.0000 279 -0.000 -0.000 -0.001 0.0005 -0.0000 0.0000 280 -0.000 -0.000 -0.002 0.0000 -0.0000 0.0000 281 0.000 -0.008 -0.008 -0.0010 -0.0000 0.0000 282 0.000 -0.009 -0.008 0.0003 -0.0000 0.0000 283 -0.000 0.001 -0.000 0.0005 -0.0000 0.0000 284 -0.000 0.004 0.002 0.0010 -0.0000 0.0000 285 -0.000 0.008 0.006 0.0013 -0.0000 0.0000 286 -0.000 0.009 0.007 0.0002 -0.0000 0.0000 287 -0.000 0.003 0.006 -0.0009 0.0000 0.0000 288 -0.000 0.000 0.006 -0.0004 0.0000 0.0000 289 -0.000 -0.000 0.006 -0.0001 0.0000 0.0000 290 -0.001 -0.000 -0.000 0.0000 -0.0000 0.0000 291 0.000 -0.000 0.005 0.0001 -0.0000 0.0000 292 -0.000 0.000 0.003 -0.0000 0.0000 0.0000 293 -0.000 -0.000 0.000 0.0000 0.0000 0.0000 294 -0.001 -0.000 -0.000 0.0000 0.0000 -0.0000 295 -0.001 0.000 0.000 0.0000 -0.0000 0.0000 296 -0.001 0.000 0.000 0.0000 -0.0000 0.0000 297 -0.001 0.000 0.000 0.0000 -0.0000 0.0000 298 -0.001 -0.000 -0.000 0.0000 -0.0000 0.0000 299 -0.000 0.000 -0.001 0.0000 -0.0001 -0.0000 300 -0.001 -0.000 -0.000 0.0000 0.0000 -0.0000 301 -0.002 -0.000 -0.001 0.0000 0.0002 0.0000 302 -0.004 -0.000 -0.000 0.0000 0.0001 0.0000 310 -0.002 -0.000 -0.000 0.0000 0.0000 -0.0000 320 -0.003 0.000 -0.000 0.0000 0.0000 -0.0000 330 -0.003 0.000 -0.000 0.0000 0.0000 0.0000 331 -0.003 0.000 0.000 0.0000 0.0000 0.0000


657

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 332 -0.003 -0.000 0.000 0.0000 0.0000 0.0000 333 -0.004 -0.000 0.000 0.0000 0.0000 0.0000 334 -0.004 0.000 -0.000 0.0000 -0.0000 -0.0000 335 -0.004 -0.000 0.000 0.0000 0.0000 0.0000 336 -0.007 0.000 -0.000 0.0000 -0.0000 -0.0000 337 -0.011 -0.000 0.000 0.0000 0.0000 0.0000 338 -0.014 0.000 -0.000 0.0000 -0.0001 -0.0000 339 -0.014 0.000 -0.001 0.0000 0.0001 -0.0000 340 -0.013 0.000 0.015 0.0000 -0.0019 0.0000 341 -0.014 0.000 0.000 0.0000 0.0006 0.0000 342 -0.015 -0.000 0.005 0.0000 0.0014 0.0000 343 -0.015 -0.000 0.013 0.0000 0.0019 0.0000 344 -0.016 -0.000 0.016 0.0000 -0.0000 0.0000 345 -0.005 0.000 0.014 0.0000 -0.0015 0.0000 346 -0.000 0.000 0.014 -0.0000 -0.0006 0.0000 347 0.001 0.000 0.014 -0.0000 -0.0001 0.0000 348 0.000 -0.000 0.013 -0.0000 0.0001 0.0000 349 -0.000 -0.000 0.011 0.0000 -0.0000 0.0000 350 -0.000 -0.000 -0.001 0.0000 -0.0001 0.0000 351 0.000 0.000 0.007 -0.0000 0.0000 0.0000 352 -0.000 -0.000 0.004 0.0000 -0.0000 0.0000 353 -0.000 0.000 0.001 -0.0000 0.0000 0.0000 354 0.000 -0.000 0.000 0.0000 -0.0000 0.0000 355 -0.000 -0.000 -0.000 -0.0000 0.0000 0.0000 356 0.000 0.000 -0.001 -0.0000 0.0000 0.0000 357 -0.000 -0.000 -0.004 0.0000 0.0000 0.0000 358 0.000 0.000 -0.007 -0.0000 -0.0000 0.0000 359 -0.000 0.000 -0.011 0.0000 0.0000 -0.0000 360 -0.015 0.000 -0.013 0.0000 -0.0019 -0.0000 361 0.000 0.000 -0.013 -0.0000 -0.0001 -0.0000 362 0.001 -0.000 -0.014 -0.0000 0.0001 -0.0000 363 -0.000 -0.000 -0.014 -0.0000 0.0006 -0.0000 364 -0.005 -0.000 -0.014 -0.0000 0.0014 -0.0000 365 -0.013 -0.000 -0.015 0.0000 0.0019 -0.0000 366 -0.016 0.000 -0.016 0.0000 -0.0000 -0.0000 367 -0.014 0.000 -0.005 0.0000 -0.0014 -0.0000 368 -0.014 -0.000 -0.000 0.0000 -0.0006 -0.0000 369 -0.014 -0.000 0.001 0.0000 -0.0001 0.0000 370 0.000 0.000 -0.000 0.0000 -0.0000 -0.0000 371 -0.013 -0.000 0.000 0.0000 0.0001 0.0000 372 -0.011 0.000 -0.000 0.0000 -0.0000 -0.0000 373 -0.007 0.000 0.000 0.0000 0.0000 0.0000 374 -0.004 -0.000 -0.000 0.0000 -0.0000 -0.0000 375 -0.001 0.000 0.000 0.0000 0.0000 0.0000 376 -0.000 -0.000 0.000 0.0000 -0.0000 -0.0000 377 0.000 0.000 -0.000 0.0000 0.0000 0.0000 378 0.001 -0.000 0.000 0.0000 0.0000 -0.0000 379 0.002 0.000 -0.000 0.0000 -0.0000 0.0000 380 0.013 -0.000 -0.008 -0.0000 -0.0025 -0.0000


658

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 381 0.005 -0.000 -0.000 0.0000 0.0000 -0.0000 382 0.010 0.000 0.000 0.0000 -0.0000 0.0000 383 0.004 -0.000 -0.007 -0.0000 -0.0015 -0.0000 384 -0.000 0.000 -0.007 -0.0000 -0.0005 -0.0000 385 0.000 -0.011 -0.003 -0.0006 -0.0000 0.0000 386 0.000 0.005 -0.015 0.0004 -0.0000 -0.0000 387 0.000 -0.009 -0.005 -0.0006 -0.0000 -0.0000 388 -0.000 -0.007 -0.006 -0.0003 -0.0000 -0.0000 389 0.015 -0.000 -0.000 0.0000 0.0000 -0.0000 390 0.000 -0.000 -0.005 0.0000 0.0000 -0.0000 391 0.019 0.000 0.000 0.0000 -0.0001 0.0000 392 0.019 0.000 0.000 0.0000 0.0000 0.0000 393 0.020 0.000 -0.000 0.0000 0.0004 -0.0000 394 0.020 -0.000 -0.004 0.0000 0.0011 -0.0000 395 0.020 -0.000 -0.010 0.0000 0.0014 -0.0000 396 0.020 -0.000 -0.010 0.0000 -0.0013 -0.0000 397 -0.001 0.000 -0.006 -0.0001 -0.0000 -0.0000 398 -0.000 0.001 -0.005 0.0001 0.0001 0.0000 399 -0.000 -0.000 -0.004 0.0004 0.0000 0.0000 400 0.000 -0.000 -0.005 -0.0000 0.0000 -0.0000 401 0.000 -0.003 -0.004 0.0011 0.0000 0.0000 402 0.000 -0.010 -0.003 0.0014 -0.0000 0.0000 403 0.000 -0.011 -0.003 0.0006 -0.0000 0.0000 404 -0.000 -0.006 -0.006 -0.0005 -0.0000 -0.0000 405 -0.000 -0.003 -0.008 -0.0012 -0.0000 -0.0000 406 0.000 0.003 -0.013 -0.0017 -0.0000 -0.0000 407 0.000 0.005 -0.015 -0.0009 -0.0000 -0.0000 408 -0.000 0.002 -0.014 0.0006 -0.0000 -0.0000 409 -0.000 0.001 -0.014 0.0003 0.0000 -0.0000 410 0.000 -0.000 -0.004 -0.0000 0.0000 -0.0000 411 -0.000 -0.000 -0.013 0.0001 0.0000 -0.0000 412 0.000 -0.000 -0.013 -0.0000 0.0000 -0.0000 413 0.000 0.000 -0.009 0.0000 0.0000 -0.0000 414 -0.000 -0.000 -0.006 -0.0000 -0.0000 -0.0000 415 -0.000 0.000 -0.006 0.0000 -0.0000 -0.0000 416 -0.000 0.000 -0.006 0.0000 0.0000 -0.0000 417 0.000 0.000 -0.006 0.0000 0.0000 -0.0000 418 0.000 0.000 -0.005 0.0000 0.0000 -0.0000 419 0.002 0.000 -0.000 0.0000 -0.0001 0.0000 420 0.000 0.000 -0.003 -0.0000 0.0000 -0.0000 421 0.004 0.000 0.001 0.0000 -0.0004 -0.0000 422 0.004 0.000 0.004 0.0000 -0.0009 -0.0000 423 0.000 -0.000 0.002 0.0000 -0.0001 -0.0000 424 -0.001 -0.000 0.004 -0.0000 -0.0004 -0.0000 425 -0.003 -0.000 0.004 -0.0000 -0.0009 -0.0000 430 -0.000 0.000 -0.002 0.0000 -0.0000 -0.0000 431 -0.000 0.000 -0.002 0.0000 0.0000 -0.0000 432 0.000 0.000 -0.002 0.0000 0.0000 -0.0000 433 0.000 -0.000 -0.002 0.0000 0.0001 -0.0000


659

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 434 -0.001 -0.000 -0.001 -0.0000 -0.0006 -0.0000 440 -0.010 0.000 -0.000 0.0000 0.0002 -0.0000 441 -0.002 0.000 -0.000 0.0000 0.0008 -0.0000 442 -0.000 0.000 -0.000 0.0000 0.0003 -0.0000 443 0.000 -0.000 -0.000 0.0000 0.0000 -0.0000 444 0.000 -0.000 -0.000 0.0000 -0.0000 -0.0000 445 0.000 -0.000 -0.000 0.0000 -0.0000 -0.0000 446 -0.006 -0.000 -0.000 0.0000 -0.0000 0.0000 447 -0.005 0.000 0.000 0.0000 0.0000 -0.0000 448 -0.004 -0.000 -0.000 0.0000 -0.0000 0.0000 449 -0.004 -0.000 -0.000 0.0000 -0.0000 0.0000 450 -0.000 -0.000 -0.001 -0.0000 -0.0000 -0.0000 451 -0.004 -0.000 -0.000 0.0000 -0.0000 0.0000 460 -0.000 0.000 0.000 -0.0000 -0.0000 -0.0000 470 -0.000 0.000 0.001 -0.0000 -0.0000 -0.0000 480 -0.000 0.000 0.001 0.0000 0.0000 -0.0000 481 0.000 -0.000 0.001 0.0000 0.0000 -0.0000 482 0.000 -0.000 0.001 0.0000 -0.0000 -0.0000 483 0.000 -0.000 0.001 0.0000 -0.0000 -0.0000 484 -0.000 0.000 0.001 -0.0000 -0.0000 -0.0000 485 0.000 0.007 0.008 0.0015 0.0000 -0.0000 486 -0.000 -0.009 -0.007 -0.0011 0.0000 -0.0000 487 -0.000 0.002 0.003 0.0011 0.0000 -0.0000 488 -0.000 0.000 0.001 0.0005 0.0000 -0.0000 489 -0.000 -0.000 0.001 0.0000 0.0000 -0.0000 490 0.000 -0.000 0.002 -0.0000 0.0000 -0.0000 491 0.000 0.000 0.001 -0.0000 -0.0000 -0.0000 492 -0.000 -0.000 0.001 0.0000 0.0000 -0.0000 493 0.000 0.000 0.002 -0.0000 -0.0000 -0.0000 494 -0.000 -0.000 0.004 0.0000 0.0000 -0.0000 495 0.000 0.000 0.006 -0.0000 -0.0000 -0.0000 496 -0.000 -0.000 0.008 0.0001 -0.0000 -0.0000 497 -0.000 -0.000 0.008 -0.0001 -0.0000 -0.0000 498 -0.004 0.000 0.000 -0.0000 -0.0000 0.0000 499 -0.009 -0.000 -0.000 -0.0000 -0.0000 0.0000 500 -0.013 0.000 -0.015 -0.0000 0.0018 0.0000 501 -0.000 0.000 0.008 -0.0004 0.0000 -0.0000 502 0.000 0.003 0.009 -0.0009 0.0000 -0.0000 503 0.000 0.008 0.009 -0.0010 0.0000 -0.0000 504 0.000 0.009 0.009 0.0004 0.0000 -0.0000 505 0.000 -0.001 0.000 0.0004 0.0000 -0.0000 506 0.000 -0.004 -0.002 0.0011 0.0000 -0.0000 507 -0.000 -0.008 -0.006 0.0013 0.0000 -0.0000 508 -0.000 -0.010 -0.007 0.0002 0.0000 -0.0000 509 -0.000 -0.003 -0.006 -0.0009 -0.0000 -0.0000 510 -0.000 -0.000 -0.005 -0.0000 0.0000 0.0000 511 -0.000 -0.000 -0.006 -0.0004 -0.0000 -0.0000 512 -0.000 0.000 -0.006 -0.0001 -0.0000 -0.0000 513 0.000 0.000 -0.006 0.0001 0.0000 -0.0000


660

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 514 -0.000 -0.000 -0.004 -0.0000 -0.0000 -0.0000 515 0.000 0.000 -0.001 0.0000 0.0000 -0.0000 516 0.000 -0.000 0.000 -0.0000 0.0000 -0.0000 517 -0.012 0.000 0.000 -0.0000 0.0001 -0.0000 518 -0.013 0.000 0.001 -0.0000 -0.0001 -0.0000 519 -0.013 0.000 -0.000 -0.0000 -0.0006 0.0000 520 0.000 0.000 -0.002 -0.0000 0.0000 0.0000 521 -0.013 -0.000 -0.005 -0.0000 -0.0015 0.0000 522 -0.014 -0.000 -0.013 -0.0000 -0.0019 0.0000 523 -0.015 -0.000 -0.017 -0.0000 -0.0001 0.0000 524 -0.005 0.000 -0.015 -0.0000 0.0014 0.0000 525 -0.000 0.000 -0.015 0.0000 0.0005 0.0000 526 0.001 0.000 -0.014 0.0000 0.0001 0.0000 527 0.000 -0.000 -0.014 0.0000 -0.0001 0.0000 528 -0.000 -0.000 -0.011 -0.0000 0.0000 0.0000 529 0.000 0.000 -0.007 0.0000 -0.0000 0.0000 530 0.000 0.000 -0.002 0.0000 0.0000 0.0000 531 0.000 0.000 -0.003 0.0000 -0.0000 0.0000 532 -0.000 -0.000 -0.003 -0.0000 0.0000 0.0000 533 -0.000 0.000 -0.002 0.0000 -0.0000 0.0000 534 -0.000 -0.000 -0.002 -0.0000 -0.0000 0.0000 535 -0.000 -0.000 -0.002 -0.0000 0.0000 0.0000 536 0.000 -0.000 -0.002 -0.0000 0.0000 0.0000 537 0.000 0.000 -0.002 -0.0000 0.0000 0.0000 538 0.003 -0.000 0.001 -0.0000 0.0000 0.0000 540 0.000 -0.000 -0.001 0.0000 0.0000 0.0000 550 0.000 -0.000 -0.000 0.0000 0.0000 0.0000 560 0.000 -0.000 -0.000 -0.0000 -0.0000 0.0000 561 -0.000 0.000 -0.000 -0.0000 -0.0000 0.0000 562 -0.000 0.000 -0.000 -0.0000 -0.0000 0.0000 563 -0.000 0.000 -0.000 0.0000 -0.0000 0.0000 564 0.002 -0.000 0.000 0.0000 0.0008 0.0000 569 0.007 -0.000 0.000 0.0000 0.0010 0.0000 570 0.010 -0.000 0.000 -0.0000 -0.0000 0.0000 571 0.003 -0.000 -0.000 0.0000 0.0000 -0.0000 572 0.001 0.000 0.000 0.0000 -0.0000 0.0000 573 0.000 -0.000 -0.000 0.0000 -0.0000 -0.0000 574 0.000 0.000 0.000 0.0000 0.0000 -0.0000 575 0.002 0.000 0.000 -0.0000 -0.0008 0.0000 576 -0.000 0.000 0.001 0.0000 0.0000 0.0000 577 -0.000 -0.000 0.001 0.0000 0.0000 0.0000 578 -0.000 -0.000 0.001 0.0000 0.0000 0.0000 580 0.000 0.000 -0.000 0.0000 -0.0000 0.0000 581 0.000 -0.000 0.002 0.0000 -0.0000 0.0000 582 0.000 -0.000 0.004 -0.0000 -0.0000 0.0000 583 -0.000 -0.000 0.006 -0.0000 -0.0000 0.0000 584 -0.000 -0.000 0.007 -0.0000 -0.0000 0.0000 585 -0.000 0.000 0.009 -0.0000 0.0000 0.0000 586 -0.000 0.000 0.011 0.0000 0.0000 0.0000


661

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 590 0.000 0.000 -0.000 0.0000 -0.0000 -0.0000 591 0.001 0.000 -0.000 0.0000 0.0000 0.0000 592 0.001 -0.000 0.000 0.0000 -0.0000 -0.0000 593 0.001 0.000 -0.000 0.0000 0.0000 0.0000 594 0.001 -0.000 0.000 0.0000 -0.0000 -0.0000 595 0.001 -0.000 0.000 0.0000 -0.0000 -0.0000 596 0.001 -0.000 0.000 0.0000 -0.0000 -0.0000 597 0.000 -0.000 0.002 0.0000 -0.0001 -0.0000 598 -0.001 -0.000 0.004 -0.0000 -0.0004 -0.0000 599 0.001 0.000 -0.000 0.0000 -0.0000 -0.0000 600 0.001 0.000 -0.000 0.0000 -0.0000 -0.0000 601 -0.003 -0.000 0.004 -0.0000 -0.0009 -0.0000 610 0.001 0.000 -0.000 0.0000 0.0000 0.0000 620 0.000 -0.000 0.000 0.0000 0.0000 0.0000 630 -0.001 -0.000 0.000 0.0000 0.0000 0.0000 640 -0.001 -0.000 0.000 0.0000 -0.0000 -0.0000 641 -0.001 0.000 -0.000 0.0000 -0.0000 -0.0000 642 -0.001 0.000 -0.000 0.0000 -0.0000 -0.0000 643 -0.001 0.000 -0.000 0.0000 -0.0000 -0.0000 644 -0.001 -0.000 0.000 0.0000 0.0000 0.0000 645 -0.000 0.000 -0.000 0.0000 -0.0000 -0.0000 799 0.000 -0.000 0.001 0.0000 0.0000 0.0000 800 0.000 -0.000 0.002 0.0000 0.0000 0.0000 810 0.000 -0.000 0.002 -0.0000 -0.0000 0.0000 820 0.000 0.000 0.003 -0.0000 -0.0000 0.0000 825 0.000 0.000 0.004 -0.0000 -0.0000 0.0000 830 0.000 0.000 0.004 0.0000 -0.0000 0.0000 831 -0.000 -0.000 0.005 0.0000 -0.0000 0.0000 832 -0.000 -0.000 0.005 0.0000 0.0000 0.0000 833 -0.000 -0.000 0.005 0.0000 0.0000 0.0000 835 -0.000 0.007 0.007 0.0014 -0.0000 0.0000 836 0.000 -0.008 -0.007 -0.0010 -0.0000 0.0000 837 -0.000 0.003 0.003 0.0011 -0.0000 0.0000 838 0.000 0.000 0.005 -0.0000 0.0000 0.0000 839 0.000 -0.000 0.007 0.0001 -0.0000 0.0000 840 -0.001 0.000 -0.000 0.0000 -0.0000 0.0000 841 -0.000 -0.000 0.007 -0.0001 0.0000 0.0000 842 -0.000 0.000 0.007 -0.0004 0.0000 0.0000 843 0.000 0.003 0.008 -0.0009 0.0000 0.0000 844 -0.000 0.008 0.008 -0.0010 -0.0000 0.0000 845 -0.000 0.009 0.008 0.0003 -0.0000 0.0000 846 -0.000 0.000 0.001 0.0005 -0.0000 0.0000 847 -0.000 -0.001 -0.000 0.0005 -0.0000 0.0000 848 0.000 -0.004 -0.002 0.0010 -0.0000 0.0000 849 0.000 -0.008 -0.006 0.0013 -0.0000 0.0000 850 0.000 -0.009 -0.007 0.0002 -0.0000 0.0000 851 -0.000 -0.003 -0.006 -0.0009 -0.0000 0.0000 852 -0.000 -0.000 -0.006 -0.0004 -0.0000 0.0000 853 -0.000 0.000 -0.006 -0.0001 -0.0000 0.0000


662

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 854 0.000 0.000 -0.006 0.0001 0.0000 0.0000 855 -0.000 -0.000 -0.003 -0.0000 -0.0000 0.0000 856 0.000 -0.000 0.000 -0.0000 0.0000 0.0000 857 -0.000 0.000 0.001 0.0000 -0.0000 0.0000 900 0.000 -0.000 0.000 0.0000 -0.0000 0.0000 901 0.000 0.000 -0.000 0.0000 0.0000 -0.0000 902 0.000 -0.000 0.000 0.0000 -0.0000 0.0000 903 0.001 0.000 -0.000 0.0000 0.0000 -0.0000 904 0.002 -0.000 0.000 0.0000 -0.0001 0.0000 905 -0.001 0.000 -0.004 -0.0000 0.0004 0.0000 906 -0.003 0.000 -0.004 -0.0000 0.0008 0.0000 910 0.005 -0.000 0.000 0.0000 0.0004 0.0000 911 0.007 0.000 -0.000 0.0000 -0.0001 -0.0000 912 0.009 -0.000 0.001 0.0000 0.0001 -0.0000 913 0.009 -0.000 -0.000 0.0000 0.0005 0.0000 914 0.010 0.000 -0.004 0.0000 0.0014 0.0000 915 0.010 0.000 -0.013 0.0000 0.0020 0.0000 916 0.012 0.000 -0.017 0.0000 0.0005 0.0000 917 0.000 0.000 -0.004 -0.0000 0.0008 0.0000 918 -0.003 0.000 -0.004 -0.0000 0.0010 0.0000 920 0.011 -0.000 -0.017 0.0000 -0.0014 0.0000 921 0.004 -0.000 -0.016 0.0000 -0.0012 0.0000 922 0.001 -0.000 -0.016 -0.0000 -0.0005 0.0000 923 -0.000 -0.000 -0.015 -0.0000 -0.0001 0.0000 924 -0.000 0.000 -0.015 -0.0000 0.0001 0.0000 925 0.000 0.000 -0.011 0.0000 -0.0000 0.0000 926 -0.000 -0.000 -0.006 -0.0000 -0.0001 0.0000 930 0.000 0.000 -0.002 0.0000 0.0003 0.0000 931 0.000 -0.000 0.003 -0.0000 -0.0000 0.0000 932 -0.000 0.000 0.007 0.0000 -0.0000 0.0000 933 0.000 0.000 0.011 -0.0000 0.0000 0.0000 934 -0.000 0.000 0.014 0.0000 -0.0001 0.0000 935 -0.001 -0.000 0.015 0.0000 0.0001 0.0000 936 0.000 -0.000 0.015 0.0000 0.0005 0.0000 937 0.004 -0.000 0.015 -0.0000 0.0013 0.0000 938 0.012 0.000 0.016 -0.0000 0.0017 0.0000 939 0.014 0.000 0.017 -0.0000 -0.0003 0.0000 940 0.013 0.000 0.013 -0.0000 -0.0020 0.0000 941 0.012 -0.000 0.005 -0.0000 -0.0015 0.0000 942 0.012 -0.000 0.000 -0.0000 -0.0005 -0.0000 943 0.012 -0.000 -0.001 -0.0000 -0.0001 -0.0000 944 0.011 0.000 -0.000 -0.0000 0.0001 -0.0000 945 0.007 -0.000 -0.000 -0.0000 -0.0002 0.0000 946 -0.002 -0.000 -0.001 0.0000 0.0002 0.0000 947 -0.004 -0.000 -0.000 0.0000 0.0001 -0.0000 948 -0.006 -0.000 0.000 0.0000 0.0000 -0.0000 949 -0.007 -0.000 0.000 0.0000 -0.0000 -0.0000 950 0.004 0.000 0.000 -0.0000 0.0005 -0.0000 951 0.001 0.000 0.000 -0.0000 -0.0001 -0.0000


663

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 952 -0.009 0.000 0.000 0.0000 -0.0000 -0.0000 953 -0.011 0.000 0.000 0.0000 -0.0000 0.0000 954 0.002 -0.000 -0.002 -0.0000 0.0006 -0.0000 955 -0.001 -0.000 -0.004 0.0000 0.0006 -0.0000 956 -0.004 -0.000 -0.004 0.0000 0.0009 -0.0000 960 0.000 0.000 0.000 -0.0000 0.0000 -0.0000 961 0.000 0.000 0.000 -0.0000 -0.0000 0.0000 962 0.000 -0.000 -0.000 -0.0000 0.0000 -0.0000 963 0.001 -0.000 0.000 -0.0000 -0.0000 0.0000 964 0.001 0.000 -0.000 -0.0000 -0.0000 -0.0000 965 0.001 0.000 -0.000 -0.0000 0.0000 0.0000 966 0.001 -0.000 0.000 -0.0000 0.0000 0.0000 967 0.001 -0.000 0.000 -0.0000 0.0000 0.0000 968 0.000 -0.000 -0.002 -0.0000 0.0000 -0.0000 969 0.001 -0.000 0.000 -0.0000 0.0000 0.0000 970 0.001 -0.000 0.000 -0.0000 0.0000 0.0000 971 0.000 -0.000 -0.004 0.0000 0.0000 -0.0000 972 -0.000 -0.000 -0.006 0.0000 0.0000 -0.0000 973 -0.000 -0.000 -0.007 0.0000 -0.0000 -0.0000 974 -0.000 0.000 -0.009 0.0000 -0.0000 -0.0000 975 -0.000 0.000 -0.011 -0.0000 -0.0000 -0.0000 980 0.001 -0.000 0.000 -0.0000 -0.0000 -0.0000 990 0.000 0.000 -0.000 -0.0000 -0.0000 -0.0000 1000 -0.001 0.000 -0.000 -0.0000 -0.0000 -0.0000 1010 -0.001 0.000 0.000 -0.0000 0.0000 -0.0000 1011 -0.001 0.000 0.000 -0.0000 0.0000 -0.0000 1012 -0.000 0.000 0.000 -0.0000 -0.0001 0.0000 1013 -0.000 -0.000 -0.001 -0.0000 -0.0004 0.0000 1014 -0.000 -0.000 -0.005 -0.0000 -0.0010 0.0000 1199 -0.004 -0.000 0.000 0.0000 -0.0000 0.0000 1200 -0.004 0.000 0.000 0.0000 -0.0000 0.0000 1210 -0.004 0.000 0.000 0.0000 0.0000 -0.0000 1220 -0.003 0.000 0.000 0.0000 0.0000 -0.0000 1230 -0.002 -0.000 0.000 0.0000 0.0000 -0.0000 1240 -0.002 -0.000 -0.000 0.0000 0.0000 0.0000 1241 -0.002 -0.000 -0.000 0.0000 -0.0000 0.0000 1242 -0.002 -0.000 0.000 0.0000 -0.0000 0.0000 1243 -0.002 0.000 0.000 0.0000 -0.0000 0.0000 1244 -0.001 0.000 -0.000 0.0000 0.0000 -0.0000 1250 -0.001 -0.000 0.000 0.0000 -0.0001 0.0000 1251 -0.000 0.000 -0.002 0.0000 -0.0002 0.0000 1252 0.001 0.000 -0.004 -0.0000 -0.0004 0.0000 1253 0.003 0.000 -0.004 -0.0000 -0.0009 0.0000 1260 -0.000 0.000 -0.000 0.0000 0.0001 -0.0000 1261 -0.000 -0.000 -0.000 0.0000 -0.0000 0.0000 1262 0.000 0.000 0.000 0.0000 0.0000 -0.0000 1263 0.000 -0.000 -0.000 0.0000 0.0000 0.0000 1264 0.001 0.000 0.000 0.0000 -0.0001 -0.0000 1265 -0.000 -0.000 0.002 0.0000 0.0000 -0.0000


664

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 1266 -0.000 -0.000 0.004 -0.0000 0.0000 -0.0000 1267 0.000 -0.000 0.006 -0.0000 0.0000 -0.0000 1268 0.000 0.000 0.010 -0.0000 -0.0000 -0.0000 1269 0.000 0.000 0.013 0.0000 -0.0000 -0.0000 1270 0.002 -0.000 0.000 0.0000 0.0002 0.0000 1271 -0.000 0.000 0.015 0.0000 -0.0000 -0.0000 1272 -0.000 -0.000 0.017 0.0000 0.0000 -0.0000 1273 0.001 0.000 -0.004 -0.0000 -0.0002 0.0000 1274 0.003 0.000 -0.004 -0.0000 -0.0008 0.0000 1280 0.008 0.000 -0.000 0.0000 0.0000 -0.0000 1281 0.013 -0.000 0.000 0.0000 -0.0001 -0.0000 1282 0.013 -0.000 0.001 0.0000 0.0001 -0.0000 1283 0.014 -0.000 -0.000 0.0000 0.0005 0.0000 1284 0.014 0.000 -0.004 0.0000 0.0014 0.0000 1285 0.014 0.000 -0.012 0.0000 0.0018 0.0000 1286 0.016 0.000 -0.015 0.0000 -0.0000 0.0000 1290 0.013 -0.000 -0.014 0.0000 -0.0018 0.0000 1291 0.004 -0.000 -0.014 -0.0000 -0.0014 0.0000 1292 0.000 -0.000 -0.013 -0.0000 -0.0005 0.0000 1293 -0.001 -0.000 -0.013 -0.0000 -0.0001 0.0000 1294 -0.000 0.000 -0.012 -0.0000 0.0001 0.0000 1295 0.000 0.000 -0.010 0.0000 -0.0000 0.0000 1300 -0.000 -0.000 -0.008 -0.0000 -0.0001 -0.0000 1310 0.000 -0.000 -0.003 0.0000 0.0004 -0.0000 1311 0.000 0.000 -0.000 -0.0000 -0.0001 -0.0000 1312 -0.000 -0.000 0.002 0.0000 -0.0000 -0.0000 1313 -0.000 -0.000 0.000 0.0000 0.0000 -0.0000 1314 -0.000 -0.000 0.002 -0.0000 -0.0000 -0.0000 1315 0.000 0.000 0.001 -0.0000 -0.0000 -0.0000 1316 -0.000 0.000 0.004 -0.0000 -0.0000 -0.0000 1317 -0.000 -0.000 0.002 0.0000 0.0000 -0.0000 1318 -0.000 0.000 0.005 -0.0000 -0.0000 -0.0000 1319 0.000 0.000 0.005 -0.0000 0.0000 -0.0000 1320 -0.000 -0.000 0.005 0.0000 -0.0001 -0.0000 1321 0.000 0.000 0.002 -0.0000 -0.0000 -0.0000 1322 -0.000 0.000 0.002 0.0000 0.0000 -0.0000 1323 -0.000 -0.000 0.002 0.0000 0.0000 -0.0000 1324 -0.000 -0.000 0.002 0.0000 -0.0000 -0.0000 1325 -0.000 -0.000 0.002 0.0000 -0.0000 -0.0000 1326 0.000 0.000 0.005 0.0000 0.0000 -0.0000 1327 0.000 0.000 0.005 0.0000 -0.0000 -0.0000 1328 -0.000 -0.000 0.005 0.0000 -0.0000 -0.0000 1329 0.000 0.000 0.005 -0.0000 0.0000 -0.0000 1330 0.001 0.000 0.006 -0.0000 0.0005 -0.0000 1331 -0.002 -0.000 0.006 0.0000 -0.0001 -0.0000 1332 -0.004 -0.000 0.000 -0.0000 -0.0003 0.0000 1333 -0.009 -0.000 0.000 -0.0000 0.0001 -0.0000 1334 -0.010 0.000 0.001 -0.0000 -0.0001 -0.0000 1335 -0.011 0.000 -0.000 -0.0000 -0.0004 -0.0000


665

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 1336 -0.012 0.000 -0.004 -0.0000 -0.0011 -0.0000 1337 -0.012 0.000 -0.010 -0.0000 -0.0014 0.0000 1338 -0.014 -0.000 -0.012 -0.0000 0.0002 0.0000 1339 -0.002 0.000 -0.001 0.0000 0.0003 -0.0000 1340 -0.011 -0.000 -0.010 -0.0000 0.0016 0.0000 1341 -0.004 -0.000 -0.010 -0.0000 0.0012 0.0000 1342 -0.000 -0.000 -0.005 0.0000 -0.0000 0.0000 1343 -0.000 -0.000 -0.004 -0.0000 0.0000 0.0000 1344 0.000 0.000 -0.003 -0.0000 0.0000 0.0000 1345 0.000 0.000 -0.002 -0.0000 0.0000 0.0000 1346 -0.000 0.000 -0.000 0.0000 -0.0000 0.0000 1347 0.000 -0.000 0.002 0.0000 0.0001 0.0000 1348 -0.000 0.000 0.004 -0.0000 -0.0001 0.0000 1349 -0.001 -0.000 0.006 0.0000 0.0001 0.0000 1350 0.012 0.000 0.009 -0.0000 -0.0012 -0.0000 1351 -0.000 0.000 -0.009 -0.0000 0.0005 0.0000 1352 0.001 0.000 -0.008 0.0000 0.0001 0.0000 1353 0.000 0.000 -0.007 0.0000 -0.0001 0.0000 1354 0.000 0.000 -0.007 0.0000 -0.0000 0.0000 1355 -0.000 -0.000 -0.006 0.0000 -0.0000 0.0000 1356 -0.000 -0.000 -0.006 0.0000 -0.0000 0.0000 1357 -0.000 -0.000 0.000 0.0000 -0.0000 0.0000 1358 -0.000 -0.000 0.001 0.0000 -0.0000 0.0000 1359 0.000 -0.000 0.007 0.0000 0.0004 0.0000 1360 0.007 0.000 0.000 -0.0000 0.0005 -0.0000 1361 0.004 -0.000 0.008 0.0000 0.0011 0.0000 1362 0.010 -0.000 0.009 -0.0000 0.0016 0.0000 1363 0.013 0.000 0.010 -0.0000 0.0003 -0.0000 1364 0.011 0.000 0.003 -0.0000 -0.0010 -0.0000 1365 0.011 0.000 0.000 -0.0000 -0.0004 0.0000 1366 0.010 -0.000 -0.000 -0.0000 -0.0001 0.0000 1367 0.008 -0.000 -0.001 -0.0000 -0.0000 0.0000 1368 -0.004 0.000 -0.000 0.0000 0.0001 0.0000 1369 -0.006 0.000 0.000 0.0000 0.0000 0.0000 1370 0.001 -0.000 0.000 0.0000 -0.0001 0.0000 1371 -0.001 0.000 -0.000 0.0000 0.0000 -0.0000 1372 -0.004 -0.000 0.000 0.0000 -0.0000 0.0001 1373 -0.004 -0.000 -0.000 0.0000 0.0000 -0.0001 1374 -0.004 0.000 -0.000 0.0000 0.0000 -0.0004 1375 -0.004 0.009 0.000 0.0000 0.0000 0.0012 1376 0.010 -0.008 -0.000 0.0000 0.0000 -0.0009 1377 -0.001 0.005 0.000 0.0000 0.0000 0.0010 1378 0.001 0.002 -0.000 0.0000 0.0000 0.0004 1379 -0.005 0.003 -0.000 0.0000 0.0000 -0.0010 1380 -0.006 -0.000 -0.000 -0.0000 0.0007 -0.0000 1381 -0.005 0.009 0.000 0.0000 0.0000 -0.0011 1382 -0.005 0.010 0.000 0.0000 0.0000 0.0001 1383 0.002 0.001 -0.000 0.0000 0.0000 0.0005 1384 0.004 -0.002 -0.000 0.0000 0.0000 0.0012


666

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 1385 0.009 -0.007 -0.000 0.0000 0.0000 0.0015 1386 0.010 -0.008 -0.000 0.0000 0.0000 0.0005 1387 0.010 -0.003 0.000 0.0000 0.0000 -0.0008 1388 0.009 -0.000 0.000 0.0000 0.0000 -0.0004 1389 0.009 0.000 0.000 0.0000 0.0000 -0.0001 1390 -0.013 -0.000 0.000 -0.0000 0.0000 0.0000 1391 0.009 0.000 -0.000 0.0000 -0.0000 0.0001 1392 0.007 -0.000 0.000 0.0000 0.0000 -0.0000 1393 0.005 0.000 -0.000 0.0000 -0.0000 0.0000 1394 0.002 -0.000 0.000 0.0000 0.0000 -0.0000 1395 0.000 0.000 -0.000 0.0000 -0.0000 0.0000 1396 -0.001 -0.000 0.000 0.0000 0.0001 -0.0000 1397 -0.002 0.000 -0.000 0.0000 -0.0002 0.0000 1398 -0.011 0.000 0.000 -0.0000 -0.0001 0.0000 1399 -0.012 -0.000 -0.000 -0.0000 0.0000 -0.0000 1400 -0.014 -0.000 0.000 -0.0000 -0.0000 -0.0000 1401 -0.012 -0.000 -0.000 -0.0000 0.0000 -0.0000 1402 -0.013 -0.000 -0.000 -0.0000 0.0000 0.0000 1403 -0.013 -0.000 0.000 -0.0000 0.0000 0.0000 1404 -0.009 -0.000 0.000 0.0000 -0.0000 0.0000 1405 -0.030 -0.000 -0.000 0.0000 0.0000 -0.0000 1406 -0.033 0.000 0.000 0.0000 -0.0000 0.0000 1407 -0.035 0.000 0.000 0.0000 -0.0000 0.0000 1408 -0.037 0.000 0.000 0.0000 -0.0000 0.0000 1409 0.001 0.000 0.003 -0.0000 0.0006 -0.0000 1410 -0.015 0.000 0.000 -0.0000 -0.0000 -0.0000 1411 0.002 0.000 0.001 -0.0000 0.0003 -0.0000 1412 0.003 -0.000 -0.000 -0.0000 0.0001 -0.0000 1413 0.004 -0.000 -0.000 -0.0000 -0.0000 0.0000 1414 0.013 0.000 0.000 -0.0000 0.0000 -0.0000 1415 0.021 -0.000 0.000 -0.0000 -0.0000 -0.0000 1416 0.032 0.000 0.000 -0.0000 0.0001 0.0000 1417 0.033 0.000 -0.001 -0.0000 0.0001 0.0000 1418 0.034 0.000 -0.001 -0.0000 0.0000 -0.0000 1419 0.035 -0.000 -0.001 -0.0000 -0.0006 -0.0000 1420 -0.016 0.000 0.000 -0.0000 -0.0000 -0.0000 1421 0.037 -0.000 0.005 -0.0000 -0.0020 -0.0000 1422 0.030 -0.000 0.019 -0.0000 -0.0066 -0.0000 1423 0.003 0.000 -0.002 -0.0000 0.0007 -0.0000 1424 0.001 0.000 -0.004 -0.0000 0.0004 -0.0000 1425 -0.000 -0.000 -0.006 -0.0000 0.0001 -0.0000 1426 -0.000 -0.000 -0.010 0.0000 -0.0000 -0.0000 1427 -0.000 -0.000 -0.013 0.0000 -0.0000 -0.0000 1428 0.000 0.000 -0.015 0.0000 -0.0000 -0.0000 1429 0.000 0.000 -0.017 -0.0000 0.0000 -0.0000 1430 -0.017 -0.000 -0.000 -0.0000 -0.0000 0.0000 1431 -0.018 -0.000 0.000 -0.0000 0.0001 0.0000 1432 -0.019 -0.000 0.003 -0.0000 0.0008 -0.0000 1433 -0.019 -0.000 0.008 -0.0000 0.0008 -0.0000


667

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 1434 -0.019 0.000 0.007 -0.0000 -0.0013 -0.0000 1435 0.002 0.000 0.001 0.0000 0.0002 0.0000 1436 0.004 0.000 0.000 0.0000 0.0001 -0.0000 1437 -0.002 0.000 0.002 -0.0000 0.0007 -0.0000 1438 0.001 0.000 0.004 0.0000 0.0007 -0.0000 1439 0.004 0.000 0.004 -0.0000 0.0010 -0.0000 1440 -0.013 0.000 0.004 -0.0000 -0.0023 -0.0000 1441 -0.004 0.000 0.003 -0.0000 -0.0015 -0.0000 1442 0.000 -0.000 0.002 -0.0000 -0.0005 -0.0000 1443 0.001 -0.000 0.002 0.0000 -0.0000 -0.0000 1444 0.000 -0.000 0.001 -0.0000 0.0001 -0.0000 1445 -0.000 -0.000 -0.001 0.0000 0.0001 -0.0000 1446 -0.001 0.000 -0.002 0.0000 -0.0000 -0.0000 1447 -0.000 0.000 -0.003 0.0000 -0.0005 -0.0000 1448 0.004 0.000 -0.004 0.0000 -0.0015 -0.0000 1449 0.013 0.000 -0.005 -0.0000 -0.0024 -0.0000 1450 0.021 -0.000 -0.008 -0.0000 0.0011 -0.0000 1451 0.020 -0.000 -0.008 -0.0000 -0.0016 -0.0000 1452 0.020 -0.000 -0.003 -0.0000 0.0009 -0.0000 1453 0.019 0.000 -0.000 -0.0000 0.0004 -0.0000 1454 0.019 0.000 0.000 -0.0000 0.0001 0.0000 1455 0.018 0.000 0.000 -0.0000 -0.0001 0.0000 1456 0.013 -0.000 -0.000 -0.0000 0.0000 -0.0000 1457 0.006 -0.000 0.000 -0.0000 0.0000 0.0000 2145 -0.006 0.000 -0.002 0.0000 0.0007 -0.0000 2154 -0.007 0.000 -0.001 0.0000 0.0005 -0.0000 2155 -0.009 0.000 0.001 0.0000 0.0004 0.0000 2165 -0.011 0.000 0.003 0.0000 0.0004 0.0000 2209 -0.070 -0.000 0.000 -0.0000 0.0000 -0.0000 2210 -0.071 -0.000 0.000 -0.0000 0.0000 -0.0000 2220 -0.074 0.000 0.000 -0.0000 0.0000 -0.0000 3269 -0.005 -0.000 0.000 0.0000 0.0001 -0.0000 3270 -0.006 -0.000 0.000 0.0000 0.0001 -0.0000 3280 -0.009 -0.000 0.001 0.0000 0.0001 -0.0000 3350 0.002 -0.000 0.006 0.0000 -0.0007 -0.0000 3359 0.001 -0.000 0.007 0.0000 -0.0005 -0.0000 3360 -0.001 -0.000 0.009 -0.0000 -0.0004 -0.0000 3370 -0.003 -0.000 0.011 -0.0000 -0.0004 -0.0000 4370 -0.006 0.000 0.002 -0.0000 -0.0007 -0.0000 4379 -0.007 0.000 0.001 -0.0000 -0.0005 -0.0000 4380 -0.009 0.000 -0.001 -0.0000 -0.0004 0.0000 4390 -0.011 0.000 -0.003 -0.0000 -0.0004 0.0000 4579 0.000 0.000 0.012 0.0000 0.0000 0.0000 4580 0.000 0.000 0.014 0.0000 0.0000 0.0000 4590 0.000 0.000 0.016 0.0000 0.0000 0.0000 5590 -0.006 0.000 0.002 -0.0000 -0.0007 -0.0000 5599 -0.007 0.000 0.001 -0.0000 -0.0005 -0.0000 5600 -0.009 0.000 -0.001 -0.0000 -0.0004 0.0000 5610 -0.011 0.000 -0.003 -0.0000 -0.0004 0.0000


668

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg. 6900 -0.005 0.000 -0.002 -0.0000 0.0006 0.0000 6909 -0.007 -0.000 -0.001 -0.0000 0.0005 0.0000 6910 -0.009 -0.000 0.001 -0.0000 0.0004 -0.0000 6920 -0.011 -0.000 0.003 -0.0000 0.0004 -0.0000 7910 -0.006 0.000 -0.002 -0.0000 0.0006 0.0000 7919 -0.007 -0.000 -0.001 -0.0000 0.0004 0.0000 7920 -0.009 -0.000 0.001 -0.0000 0.0003 -0.0000 7930 -0.011 -0.000 0.002 -0.0000 0.0003 -0.0000 8929 -0.012 0.000 -0.000 0.0000 -0.0000 0.0000 8930 -0.014 0.000 -0.000 0.0000 -0.0000 0.0000 8940 -0.016 0.000 -0.000 0.0000 -0.0000 0.0000 9950 -0.006 0.000 -0.002 0.0000 0.0007 -0.0000 9959 -0.008 0.000 -0.001 0.0000 0.0005 -0.0000 9960 -0.010 0.000 0.001 0.0000 0.0004 0.0000 9970 -0.012 0.000 0.003 0.0000 0.0004 0.000010959 0.000 0.000 -0.012 -0.0000 -0.0000 -0.000010960 0.000 0.000 -0.014 -0.0000 -0.0000 -0.000010970 0.000 0.000 -0.016 -0.0000 -0.0000 -0.000011250 0.006 0.000 -0.002 -0.0000 -0.0007 0.000011259 0.007 0.000 -0.001 -0.0000 -0.0005 0.000011260 0.009 0.000 0.001 -0.0000 -0.0004 -0.000011270 0.011 0.000 0.003 -0.0000 -0.0004 -0.000012259 -0.000 -0.000 0.018 0.0000 0.0000 -0.000012260 -0.000 -0.000 0.020 -0.0000 0.0000 -0.000012270 0.000 -0.000 0.022 -0.0000 0.0000 -0.000013270 0.005 0.000 -0.002 -0.0000 -0.0006 -0.000013279 0.007 0.000 -0.001 -0.0000 -0.0005 -0.000013280 0.009 0.000 0.001 -0.0000 -0.0004 -0.000013290 0.011 0.000 0.003 -0.0000 -0.0004 -0.000014309 -0.038 0.000 -0.000 0.0000 -0.0000 0.000014310 -0.039 0.000 -0.000 0.0000 -0.0000 0.000014320 -0.041 0.000 -0.000 0.0000 -0.0000 0.000015320 0.014 0.000 0.028 -0.0000 -0.0035 -0.000015321 0.002 0.000 0.030 0.0000 -0.0016 -0.000015322 -0.001 0.000 0.032 0.0000 -0.0003 -0.000015323 -0.001 0.000 0.034 0.0000 0.0001 -0.000015324 -0.000 -0.000 0.037 0.0000 0.0001 -0.000015325 -0.000 0.000 0.050 0.0000 -0.0000 -0.000015326 0.000 -0.000 0.041 -0.0000 0.0000 -0.000015327 0.000 -0.000 0.044 -0.0000 -0.0000 -0.000015328 0.000 0.000 0.046 -0.0000 -0.0000 -0.000015329 -0.000 0.000 0.048 0.0000 -0.0000 -0.000015330 -0.000 0.000 0.052 0.0000 -0.0000 -0.000015331 -0.000 0.000 0.049 0.0000 -0.0000 -0.000016359 0.000 0.000 -0.018 -0.0000 0.0000 -0.000016360 0.000 0.000 -0.019 -0.0000 0.0000 -0.000016370 0.000 -0.000 -0.022 -0.0000 0.0000 -0.000017370 0.006 0.000 -0.000 0.0000 0.0000 -0.000017371 0.008 0.000 -0.000 0.0000 0.0000 -0.0000


669

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ deg.17372 0.009 -0.000 -0.000 0.0000 -0.0000 -0.000017379 0.011 -0.000 -0.000 0.0000 -0.0000 -0.000017380 0.012 -0.000 -0.000 0.0000 -0.0000 0.000017390 0.014 -0.000 0.000 0.0000 -0.0000 0.000018380 0.007 -0.000 0.002 -0.0000 0.0007 -0.000018389 0.008 -0.000 0.001 -0.0000 0.0005 -0.000018390 0.010 -0.000 -0.001 -0.0000 0.0004 0.000018400 0.012 -0.000 -0.003 -0.0000 0.0004 0.0000

stress analysis report for fire water line gre

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