stress analysis report fire water line gre

8/13/2019 Stress Analysis report Fire Water Line GRE

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EPC OF NEW ASAB ACCOMMODATIONCOMPLEX –PHASE III

EPC OF NEW ASAB ACCOMMODATION COMPLEX-PHASE III

Document Title:

STRESS ANALYSIS REPORTEXTERNAL 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




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 WTID = 50, OD = 55.2 - 2.6 mm WT

Elbows Size

ID 150 x 90 Deg - 5mm WTID 100 x 90 Deg - 3.3mm WTID 50 x 90 Deg - 2.6mm WT

ID 150 x 45 Deg - 5mm WT / 6.3mm WTID 100 x 45 Deg - 3.3mm WTID 50 x 45 Deg - 2.6mm WT

Tees Size

ID 150x150 - 6.3mm WTID 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 theabove listed values.

All calculations are based on structural wall thickness

Elasticity modulus: Eaxial = 10,500 MPaEhoop = 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 ºCDesign pressure, P1 = 15.3 bargHydro 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 case2) W+T1+P1 :Operational case3) W+P1 : Sustained case4) L2-L3 :Expansion case

Allowable Stress Envelopes

Long term Short termSus 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

L o n g i t u d i n a l S t r e s s

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 suitablesupporting structure design



Appendix 1 – : Reference Drawings



C L O F

R O A

D

C L O F

R O A

D

C L O F

R O A

D

C L O F

R O A

D

C L O F

C L O F R O A D

C L O F R O A D

T I E I

N - 1

T I E I N -

T I E I N - 2

E X I S T I N G L I N E

TYPICAL DETAIL AT

ISOMETRIC VIEW



IRE WATER-A-REVB. L



EPC OF NEW ASAB ACCOMMODATION

COMPLEX –PHASE III

APPENDIX-2

CAESAR OUT PUTS



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

Table of Contents

LI STI NG OF STATI C LOAD CASES FOR THI S ANALYSI S ..................................................................................

INPUT LISTING ............................................................................................................................................................St r esses Ext ended : 1 ( HYD) WW+HP ............................................................................................................ 1

St r esses Ext ended : 2 ( OPE) W+T1+P1 ....................................................................................................... 2

St r esses Extended : 3 ( SUS) W+P1 .............................................................................................................. 2

St r esses Ext ended : 4 ( EXP) L4=L2- L3 ..................................................................................................... 3

Rest r ai nt Summary Extended : Mul t i pl e ................................................................................................... 4

Di spl acement s : 1 ( HYD) WW+HP .................................................................................................................... 6

Di spl acement s : 2 ( OPE) W+T1+P1 ................................................................................................................ 6

Di spl acements : 3 (SUS) W+P1 ....................................................................................................................... 6

Di spl acement s : 4 ( EXP) L4=L2- L3 .............................................................................................................. 6




LI STI NG OF STATI C LOAD CASES FOR THI S ANALYSI S

1 ( HYD) WW+HP2 ( OPE) W+T1+P13 ( SUS) W+P14 ( EXP) L4=L2- L3




INPUT LISTING

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%(-)= .00GENERAL

T1= 60 C P1= 1,530.0000 KPa PHyd= 2,295.0000 KPaMat= (20) PLASTIC PIPE(FRP) Ex= 10,500,000 KPa Ea/Eh*Vh/a= .3329Pipe 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.

RESTRAINTSNode 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 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.



-----------------------------------------------------------------------------




INPUT LISTING

From 16 To 17 DX= 255.745 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


-----------------------------------------------------------------------------From 20 To 30 DX= 567.000 mm.

Mill%(-)= .00GENERAL

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.


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.



RIGID Weight= 40.00 N.-----------------------------------------------------------------------------From 50 To 60 DX= 567.000 mm.





INPUT LISTING


RESTRAINTSNode 60 Guide

-----------------------------------------------------------------------------From 60 To 61 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm.


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.

RESTRAINTSNode 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.















INPUT LISTING





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.



-----------------------------------------------------------------------------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 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


Node 72 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N.Dir Vec= .7071 .0000 -.7071Node 72 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N.Dir Vec= .7071 .0000 .7071Node 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.



RESTRAINTSNode 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.

-----------------------------------------------------------------------------




INPUT LISTING

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.


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.


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.



SIF's & TEE'sNode 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




INPUT LISTING

GENERALPHyd= 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.

RESTRAINTSNode 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


-----------------------------------------------------------------------------

From 89 To 90 DX= -98.750 mm. DY= .000 mm. DZ= .000 mm.RESTRAINTS


-----------------------------------------------------------------------------From 90 To 100 DX= -567.000 mm.



-----------------------------------------------------------------------------

From 100 To 110 DX= -133.000 mm.Mill%(-)= .00

GENERALPHyd= 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.


Node 110 +Y Mu = .30-----------------------------------------------------------------------------From 110 To 120 DX= -133.000 mm.



RIGID Weight= 40.00 N.-----------------------------------------------------------------------------From 120 To 130 DX= -567.000 mm.



RESTRAINTS




INPUT LISTING

Node 130 Guide-----------------------------------------------------------------------------From 130 To 131 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm.



RESTRAINTSNode 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.

-----------------------------------------------------------------------------


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.


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 140 To 145 DX= -4,300.000 mm. DY= .000 mm. DZ= .000 mm.


PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP)




INPUT LISTING

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.

RESTRAINTSNode 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.





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.

RESTRAINTSNode 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.


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.


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.







INPUT LISTING




-----------------------------------------------------------------------------From 158 To 159 DX= -97.050 mm. DY= .000 mm. DZ= .000 mm.BEND at "TO" end



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


Node 159 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N.Dir Vec= -.7071 .0000 -.7071Node 159 X2 K= 30,044 N./cm. Yield K= 1 N./cm.Yield Force= 52,105 N. Dir Vec= .7071 .0000 -.7071





RESTRAINTSNode 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.


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.

-----------------------------------------------------------------------------




INPUT LISTING





-----------------------------------------------------------------------------




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.


-----------------------------------------------------------------------------From 160 To 170 DZ= -567.000 mm.



-----------------------------------------------------------------------------From 170 To 180 DZ= -133.000 mm.




Node 180 +Y Mu = .30-----------------------------------------------------------------------------From 180 To 190 DZ= -133.000 mm.






INPUT LISTING




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 220 To 230 DZ= -567.000 mm.



-----------------------------------------------------------------------------From 230 To 240 DZ= -133.000 mm.





INPUT LISTING


RESTRAINTSNode 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.


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.










-----------------------------------------------------------------------------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




INPUT LISTING

Dir Vec= .0000 .7071 -.7071Node 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 -.7071Node 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" endRadius= 234.300 mm. (LONG) Bend Angle= 22.500

RESTRAINTSNode 285 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N.Dir Vec= .0000 .7071 -.7071Node 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

RESTRAINTSNode 286 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N.Dir Vec= .0000 .3827 -.9239Node 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






Node 287 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N.




INPUT LISTING

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 292 To 293 DX= .000 mm. DY= .000 mm. DZ= -3,245.009 mm.RESTRAINTS











INPUT LISTING

From 300 To 310 DX= -133.000 mm.Mill%(-)= .00











Mill%(-)= .00










INPUT LISTING





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 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.












INPUT LISTING

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.


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.




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.


-----------------------------------------------------------------------------From 350 To 356 DX= .000 mm. DY= .000 mm. DZ= -13,198.615 mm.



RESTRAINTSNode 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.


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.




INPUT LISTING

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.








-----------------------------------------------------------------------------











INPUT LISTING


-----------------------------------------------------------------------------From 365 To 366 DX= .000 mm. DY= .000 mm. DZ= -97.050 mm.BEND at "TO" end



-----------------------------------------------------------------------------From 366 To 360 DX= 137.250 mm. DY= .000 mm. DZ= -137.250 mm.BEND at "TO" end


Node 366 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N.Dir Vec= .7071 .0000 -.7071Node 366 X2 K= 30,044 N./cm. Yield K= 1 N./cm.Yield Force= 52,105 N. Dir Vec= .7071 .0000 .7071Node 366 Y2 K= 30,044 N./cm. Yield K= 1 N./cm.Yield Force= 52,105 N.








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.




INPUT LISTING


RESTRAINTSNode 385 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N.Dir Vec= .0000 .7071 .7071Node 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


Dir Vec= .0000 .7071 .7071Node 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


Node 388 X2 K= 294 N./cm. Yield K= 1 N./cm. Yield Force= 511 N.Dir Vec= .0000 .7071 .7071Node 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 .7071Node 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 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= 22.500RESTRAINTS





INPUT LISTING

Dir Vec= .0000 .7071 .7071Node 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



-----------------------------------------------------------------------------From 386 To 408 DX= .000 mm. DY= .000 mm. DZ= 302.350 mm.



RESTRAINTSNode 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


-----------------------------------------------------------------------------From 409 To 411 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm.RESTRAINTS







INPUT LISTING

-----------------------------------------------------------------------------From 412 To 413 DX= .000 mm. DY= .000 mm. DZ= 3,054.622 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.




INPUT LISTING


-----------------------------------------------------------------------------From 390 To 400 DZ= 567.000 mm.



-----------------------------------------------------------------------------From 400 To 410 DZ= 133.000 mm.




Node 410 +Y Mu = .30-----------------------------------------------------------------------------From 410 To 420 DZ= 133.000 mm.



RIGID Weight= 40.00 N.-----------------------------------------------------------------------------From 420 To 430 DZ= 567.000 mm.













INPUT LISTING








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.



RESTRAINTSNode 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.







INPUT LISTING






-----------------------------------------------------------------------------From 445 To 450 DZ= 567.000 mm.



-----------------------------------------------------------------------------From 450 To 460 DZ= 133.000 mm.













INPUT LISTING

Node 489 Y2 K= 668,873 N./cm. Yield K= 1 N./cm.Yield Force= 1,160,013 N.


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.


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.




-----------------------------------------------------------------------------

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.









INPUT LISTING






-----------------------------------------------------------------------------From 503 To 504 DX= .000 mm. DY= .000 mm. DZ= 46.605 mm.BEND at "TO" end




-----------------------------------------------------------------------------From 504 To 485 DX= .000 mm. DY= -35.670 mm. DZ= 86.115 mm.BEND at "TO" end


Node 504 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N.Dir Vec= .0000 -.3827 .9239Node 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.



RESTRAINTSNode 485 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N.Dir Vec= .0000 -.7071 .7071




INPUT LISTING

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 505 X2 K= 294 N./cm. Yield K= 1 N./cm. Yield Force= 511 N.Dir Vec= .0000 -.7071 .7071Node 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










INPUT LISTING









Mill%(-)= .00






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.




INPUT LISTING

Node 499 Y2 K= 680,901 N./cm. Yield K= 1 N./cm.Yield Force= 1,180,874 N.













-----------------------------------------------------------------------------From 523 To 500 DX= -137.250 mm. DY= .000 mm. DZ= 137.250 mm.BEND at "TO" end


Node 523 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N.Dir Vec= -.7071 .0000 .7071Node 523 X2 K= 30,044 N./cm. Yield K= 1 N./cm.Yield Force= 52,105 N. Dir Vec= -.7071 .0000 -.7071Node 523 Y2 K= 30,044 N./cm. Yield K= 1 N./cm.




INPUT LISTING






RESTRAINTSNode 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.














INPUT LISTING






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.


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 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.




INPUT LISTING

Yield Force= 90,518 N.-----------------------------------------------------------------------------From 644 To 645 DX= -2,461.074 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.










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.




INPUT LISTING







-----------------------------------------------------------------------------From 800 To 810 DZ= 567.000 mm.



-----------------------------------------------------------------------------From 810 To 820 DZ= 133.000 mm.












INPUT LISTING




















INPUT LISTING














-----------------------------------------------------------------------------From 835 To 837 DX= .000 mm. DY= -213.794 mm. DZ= 213.794 mm.





INPUT LISTING


RESTRAINTSNode 835 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N.Dir Vec= .0000 -.7071 .7071Node 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


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









Node 849 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N.Dir Vec= .0000 -.7071 .7071




INPUT LISTING







-----------------------------------------------------------------------------From 916 To 920 DX= 137.250 mm. DY= .000 mm. DZ= 137.250 mm.BEND at "TO" end


Node 916 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N.Dir Vec= .7071 .0000 .7071Node 916 X2 K= 30,044 N./cm. Yield K= 1 N./cm.

Yield Force= 52,105 N. Dir Vec= -.7071 .0000 .7071Node 916 Y2 K= 30,044 N./cm. Yield K= 1 N./cm.Yield Force= 52,105 N.










INPUT LISTING









-----------------------------------------------------------------------------

From 934 To 935 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm.RESTRAINTS










INPUT LISTING





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.








RESTRAINTSNode 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.







INPUT LISTING




RESTRAINTSNode 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 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.











INPUT LISTING







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.


-----------------------------------------------------------------------------From 1250 To 1260 DX= 5,192.000 mm. DY= .000 mm. DZ= .000 mm.







INPUT LISTING





RESTRAINTSNode 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








SIF's & TEE's




INPUT LISTING

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.



RESTRAINTSNode 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.




RESTRAINTSNode 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









INPUT LISTING




-----------------------------------------------------------------------------

From 1313 To 1315 DX= .000 mm. DY= .000 mm. DZ= 7,810.000 mm.RESTRAINTS



Node 1315 Z2 K= 6,513 N./cm. Yield K= 1 N./cm.Yield Force= 11,295 N.











INPUT LISTING









-----------------------------------------------------------------------------From 1312 To 1314 DZ= 567.000 mm.



-----------------------------------------------------------------------------From 1314 To 1316 DZ= 133.000 mm.











INPUT LISTING







RESTRAINTS










-----------------------------------------------------------------------------




INPUT LISTING





-----------------------------------------------------------------------------









Node 1338 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N.Dir Vec= -.7071 .0000 .7071Node 1338 X2 K= 30,044 N./cm. Yield K= 1 N./cm.Yield Force= 52,105 N. Dir Vec= -.7071 .0000 -.7071Node 1338 Y2 K= 30,044 N./cm. Yield K= 1 N./cm.Yield Force= 52,105 N.




RESTRAINTSNode 1340 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N.




INPUT LISTING









-----------------------------------------------------------------------------

From 1353 To 1354 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm.RESTRAINTS










INPUT LISTING


-----------------------------------------------------------------------------From 1342 To 1343 DZ= 567.000 mm.



-----------------------------------------------------------------------------From 1343 To 1344 DZ= 133.000 mm.

Mill%(-)= .00



Node 1344 +Y-----------------------------------------------------------------------------From 1344 To 1345 DZ= 133.000 mm.



Insul Den= .0000000 kg./cu.cm.RIGID Weight= 40.00 N.-----------------------------------------------------------------------------From 1345 To 1346 DZ= 550.000 mm.











INPUT LISTING

From 1371 To 1372 DX= -2,527.048 mm. DY= .000 mm. DZ= .000 mm.RESTRAINTS




-----------------------------------------------------------------------------











-----------------------------------------------------------------------------From 1382 To 1375 DX= -86.115 mm. DY= -35.670 mm. DZ= .000 mm.BEND at "TO" end





INPUT LISTING

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


Node 1385 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N.Dir Vec= -.7071 -.7071 .0000Node 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" endRadius= 234.300 mm. (LONG) Bend Angle= 22.500

RESTRAINTSNode 1386 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N.Dir Vec= -.9239 -.3827 .0000Node 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












INPUT LISTING

Yield Force= 72,414 N.-----------------------------------------------------------------------------From 1389 To 1391 DX= -383.618 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.




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.









INPUT LISTING








-----------------------------------------------------------------------------From 1390 To 1400 DX= -567.000 mm.



-----------------------------------------------------------------------------

From 1400 To 1410 DX= -133.000 mm.Mill%(-)= .00









RESTRAINTS




INPUT LISTING









-----------------------------------------------------------------------------











INPUT LISTING

1




















INPUT LISTING

1




Node 422 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N.Dir Vec= .7071 .0000 .7071Node 422 X2 K= 30,044 N./cm. Yield K= 1 N./cm.Yield Force= 52,105 N. Dir Vec= -.7071 .0000 .7071Node 422 Y2 K= 30,044 N./cm. Yield K= 1 N./cm.Yield Force= 52,105 N.


Mill%(-)= .00





-----------------------------------------------------------------------------From 3360 To 3370 DZ= 266.000 mm.




Node 3370 +Y-----------------------------------------------------------------------------From 370 To 423 DX= .000 mm. DY= .000 mm. DZ= 268.850 mm.



RESTRAINTS




INPUT LISTING

1









-----------------------------------------------------------------------------

From 4580 To 4590 DZ= 266.000 mm.Mill%(-)= .00



Node 4590 +Y-----------------------------------------------------------------------------From 590 To 597 DX= .000 mm. DY= .000 mm. DZ= 268.850 mm.








INPUT LISTING

1







Node 601 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N.Dir Vec= -.7071 .0000 .7071Node 601 X2 K= 30,044 N./cm. Yield K= 1 N./cm.Yield Force= 52,105 N. Dir Vec= -.7071 .0000 -.7071Node 601 Y2 K= 30,044 N./cm. Yield K= 1 N./cm.Yield Force= 52,105 N.







-----------------------------------------------------------------------------From 5600 To 5610 DX= -266.000 mm.






INPUT LISTING

1












-----------------------------------------------------------------------------From 12260 To 12270 DZ= 266.000 mm.




Node 12270 +Y-----------------------------------------------------------------------------From 1270 To 1273 DX= .000 mm. DY= .000 mm. DZ= -487.700 mm.

Mill%(-)= .00




INPUT LISTING

1

-----------------------------------------------------------------------------From 13280 To 13290 DX= 266.000 mm.




Node 13290 +Y-----------------------------------------------------------------------------From 1310 To 1339 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm.



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.














INPUT LISTING

1









-----------------------------------------------------------------------------

From 1412 To 1413 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm.RESTRAINTS










INPUT LISTING

1








Yield Force= 72,414 N.-----------------------------------------------------------------------------From 1419 To 1421 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm.RESTRAINTS











INPUT LISTING

1

Dir Vec= .7071 .0000 .7071Node 1422 X2 K= 30,044 N./cm. Yield K= 1 N./cm.Yield Force= 52,105 N. Dir Vec= -.7071 .0000 .7071Node 1422 Y2 K= 30,044 N./cm. Yield K= 1 N./cm.Yield Force= 52,105 N.


















INPUT LISTING

1










-----------------------------------------------------------------------------From 15325 To 15330 DZ= 266.000 mm.




Node 15330 +Y-----------------------------------------------------------------------------From 1360 To 1423 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm.


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.




INPUT LISTING

1



-----------------------------------------------------------------------------From 18390 To 18400 DX= 266.000 mm.



RIGID Weight= 80.00 N.

RESTRAINTSNode 18400 +Y

SIF's & TEE's79 80 Node 80 <No Type Specified>

Sif(in)= 2.300 Sif(out)= 2.300134 140 Node 140 <No Type Specified>















Sif(in)= 2.300 Sif(out)= 2.300




INPUT LISTING

1

926 930 Node 930 <No Type Specified>Sif(in)= 2.300 Sif(out)= 2.300












INPUT UNITS USED...

UNITS= NOM/SCH INPUT= ONLENGTH 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 = KPaTEMP. SCALE degrees F. x 0.556 = CPRESSURE psig x 6.895 = KPaELASTIC MODULUS lbs./sq.in. x 6.895 = KPaPIPE 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./degUNIFORM LOAD lb./in. x 1.751 = N./cm.G LOAD g's x 1.000 = g'sWIND LOAD lbs./sq.in. x 6.895 = KPaELEVATION 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 = YESMIN ALLOWED BEND ANGLE = 5.00000




STRESSES EXTENDED REPORT: Stresses on ElementsCASE 1 (HYD) WW+HP

Pi pi ng Code: UKOOA = UKOOA ( 1994)

CODE STRESS CHECK PASSED : LOADCASE 1 ( HYD) WW+HP

Hi ghest St r esses: ( KPa )CodeSt r ess Rat i o ( %) : 59. 1 @Node 15320Code St r ess: 49472. 7 Al l owabl e: 83750. 0Axi al St r ess: 28335. 8 @Node 11Bendi ng St r ess: 31547. 5 @Node 15320

Tor si on St r ess: 6. 0 @Node 1251

Hoop St r ess: 117061. 0 @Node 153203D Max I nt ensi t y: 61791. 7 @Node 1421

NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

10 28335.8 0.0 0.0 56671.7 58989.9 1.000 1.000 28335.8 83750.0

11 28335.8 0.0 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0

11 28335.8 0.0 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0

12 28335.8 0.0 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0

12 28335.8 0.0 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.013 28335.8 0.0 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0

13 28335.8 0.0 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0

14 28335.8 0.3 -0.0 56671.7 58989.9 1.000 1.000 28336.0 83750.0

14 28335.8 0.3 0.0 56671.7 58989.9 1.000 1.000 28336.0 83750.0

15 28335.8 0.7 -0.0 56671.7 58989.9 1.000 1.000 28336.3 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

15 28335.8 0.7 0.0 56671.7 58989.9 1.000 1.000 28336.3 83750.0

16 28335.8 12.0 -0.0 56671.7 58989.9 1.000 1.000 28343.9 83750.0

16 28335.8 12.0 0.0 56671.7 58989.9 1.000 1.000 28343.9 83750.0

17 28335.8 25.1 0.0 56671.7 58989.9 1.000 1.000 28352.7 83750.0

17 28335.8 25.1 0.0 56671.7 58989.9 1.000 1.000 28352.7 83750.0

18 28335.8 23.2 -0.0 56671.7 58989.9 1.000 1.000 28351.4 83750.0

18 28335.8 23.2 0.0 56671.7 58989.9 1.000 1.000 28351.4 83750.019 28335.8 12.8 -0.0 56671.7 58989.9 1.000 1.000 28344.5 83750.0

19 28335.8 12.8 0.0 56671.7 58989.9 1.000 1.000 28344.5 83750.0

20 28335.8 48.9 -0.0 56671.7 58989.9 1.000 1.000 28368.6 83750.0

20 28335.8 48.9 0.0 56671.7 58989.9 1.000 1.000 28368.6 83750.0

30 28335.8 200.8 -0.0 56671.7 58989.9 1.000 1.000 28470.4 83750.0

50 28335.8 200.8 0.0 56671.7 58989.9 1.000 1.000 28470.4 83750.0

60 28335.8 48.9 -0.0 56671.7 58989.9 1.000 1.000 28368.6 83750.0

60 28335.8 48.9 0.0 56671.7 58989.9 1.000 1.000 28368.6 83750.0

61 28335.8 23.2 -0.0 56671.7 58989.9 1.000 1.000 28351.4 83750.0

61 28335.8 23.2 0.0 56671.7 58989.9 1.000 1.000 28351.4 83750.0

62 28335.8 25.1 -0.0 56671.7 58989.9 1.000 1.000 28352.7 83750.0

62 28335.8 25.1 0.0 56671.7 58989.9 1.000 1.000 28352.7 83750.0

63 28335.8 12.3 -0.0 56671.7 58989.9 1.000 1.000 28344.1 83750.0

63 28335.8 12.3 0.0 56671.7 58989.9 1.000 1.000 28344.1 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

150 28335.8 242.5 0.1 56671.7 58989.9 1.000 1.000 28498.3 83750.0

161 28335.8 6939.7 -0.1 56671.7 58989.9 1.000 1.000 32985.4 83750.0

161 28335.8 6939.7 0.1 56671.7 58989.9 1.000 1.000 32985.4 83750.0

162 28335.8 4526.6 -0.1 56671.7 58989.9 1.000 1.000 31368.7 83750.0

162 28335.8 4526.6 0.1 56671.7 58989.9 1.000 1.000 31368.7 83750.0

163 28335.8 251.6 -0.1 56671.7 58989.9 1.000 1.000 28504.4 83750.0

163 28335.8 251.6 0.1 56671.7 58989.9 1.000 1.000 28504.4 83750.0

164 28335.8 283.7 -0.1 56671.7 58989.9 1.000 1.000 28525.9 83750.0

164 28335.8 283.7 0.1 56671.7 58989.9 1.000 1.000 28525.9 83750.0

165 28335.8 253.1 -0.1 56671.7 58989.9 1.000 1.000 28505.4 83750.0

165 28335.8 253.1 0.1 56671.7 58989.9 1.000 1.000 28505.4 83750.0

160 28335.8 228.2 -0.1 56671.7 58989.9 1.000 1.000 28488.7 83750.0

160 28335.8 228.2 0.1 56671.7 58989.9 1.000 1.000 28488.7 83750.0

170 28335.8 214.7 -0.1 56671.7 58989.9 1.000 1.000 28479.7 83750.0

190 28335.8 201.0 0.1 56671.7 58989.9 1.000 1.000 28470.5 83750.0200 28335.8 142.1 -0.1 56671.7 58989.9 1.000 1.000 28431.0 83750.0

200 28335.8 142.1 0.1 56671.7 58989.9 1.000 1.000 28431.0 83750.0

201 28335.8 158.4 -0.1 56671.7 58989.9 1.000 1.000 28442.0 83750.0

201 28335.8 158.4 0.1 56671.7 58989.9 1.000 1.000 28442.0 83750.0

202 28335.8 617.2 -0.1 56671.7 58989.9 1.000 1.000 28749.4 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

334 28335.8 1.6 -0.6 56671.7 58989.9 1.000 1.000 28336.9 83750.0

335 28335.8 3.4 0.6 56671.7 58989.9 1.000 1.000 28338.1 83750.0

335 28335.8 3.4 -0.6 56671.7 58989.9 1.000 1.000 28338.1 83750.0

336 28335.8 9.4 0.6 56671.7 58989.9 1.000 1.000 28342.1 83750.0

336 28335.8 9.4 -0.6 56671.7 58989.9 1.000 1.000 28342.1 83750.0

337 28335.8 34.2 0.6 56671.7 58989.9 1.000 1.000 28358.7 83750.0

337 28335.8 34.2 -0.6 56671.7 58989.9 1.000 1.000 28358.7 83750.0

338 28335.8 196.8 0.6 56671.7 58989.9 1.000 1.000 28467.7 83750.0

338 28335.8 196.8 -0.6 56671.7 58989.9 1.000 1.000 28467.7 83750.0

339 28335.8 1586.4 0.6 56671.7 58989.9 1.000 1.000 29398.7 83750.0

339 28335.8 1586.4 -0.6 56671.7 58989.9 1.000 1.000 29398.7 83750.0

341 28335.8 4390.3 0.6 56671.7 58989.9 1.000 1.000 31277.3 83750.0

341 28335.8 4390.3 -0.6 56671.7 58989.9 1.000 1.000 31277.3 83750.0

342 28335.8 6371.6 0.6 56671.7 58989.9 1.000 1.000 32604.8 83750.0

342 28335.8 6371.6 -0.6 56671.7 58989.9 1.000 1.000 32604.8 83750.0343 28335.8 1160.8 0.6 56671.7 58989.9 1.000 1.000 29113.6 83750.0

343 28335.8 2471.9 -0.6 62438.3 58989.9 2.129 2.440 29992.0 83750.0

344 28335.8 13337.3 0.3 83254.0 58989.9 2.129 2.440 37271.9 83750.0

344 28335.8 13337.3 -0.3 83254.0 58989.9 2.129 2.440 37271.9 83750.0

340 28335.8 2681.6 0.0 62840.0 58989.9 2.129 2.440 30132.5 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

366 28335.8 13364.8 -0.0 83306.5 58989.9 2.129 2.440 37290.3 83750.0

360 28335.8 2569.3 -0.0 62624.9 58989.9 2.129 2.440 30057.3 83750.0

360 28335.8 1206.5 0.0 56671.7 58989.9 1.000 1.000 29144.2 83750.0

367 28335.8 6354.5 -0.0 56671.7 58989.9 1.000 1.000 32593.3 83750.0

367 28335.8 6354.5 0.0 56671.7 58989.9 1.000 1.000 32593.3 83750.0

368 28335.8 4388.4 -0.0 56671.7 58989.9 1.000 1.000 31276.1 83750.0

368 28335.8 4388.4 0.0 56671.7 58989.9 1.000 1.000 31276.1 83750.0

369 28335.8 1588.7 -0.0 56671.7 58989.9 1.000 1.000 29400.3 83750.0

369 28335.8 1588.7 0.0 56671.7 58989.9 1.000 1.000 29400.3 83750.0

371 28335.8 197.1 -0.0 56671.7 58989.9 1.000 1.000 28467.9 83750.0

371 28335.8 197.1 0.0 56671.7 58989.9 1.000 1.000 28467.9 83750.0

372 28335.8 35.6 -0.0 56671.7 58989.9 1.000 1.000 28359.7 83750.0

372 28335.8 35.6 0.0 56671.7 58989.9 1.000 1.000 28359.7 83750.0

373 28335.8 7.6 -0.0 56671.7 58989.9 1.000 1.000 28340.9 83750.0

373 28335.8 7.6 0.0 56671.7 58989.9 1.000 1.000 28340.9 83750.0374 28335.8 1.3 -0.0 56671.7 58989.9 1.000 1.000 28336.7 83750.0

374 28335.8 1.3 0.0 56671.7 58989.9 1.000 1.000 28336.7 83750.0

375 28335.8 0.1 -0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0

375 28335.8 0.1 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0

376 28335.8 1.0 -0.0 56671.7 58989.9 1.000 1.000 28336.5 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

402 28335.8 1279.1 -2.4 60499.8 58989.9 2.564 2.938 29192.8 83750.0

403 28335.8 9524.9 0.7 75909.0 58989.9 2.564 2.938 34717.6 83750.0

403 28335.8 9525.0 -0.7 75909.0 58989.9 2.564 2.938 34717.6 83750.0

385 28335.8 6201.7 0.8 69699.1 58989.9 2.564 2.938 32491.0 83750.0

385 28335.8 2418.8 -0.8 56671.7 58989.9 1.000 1.000 29956.4 83750.0

387 28335.8 2417.4 0.8 56671.7 58989.9 1.000 1.000 29955.5 83750.0

387 28335.8 2417.4 -0.8 56671.7 58989.9 1.000 1.000 29955.5 83750.0

388 28335.8 1382.1 0.8 56671.7 58989.9 1.000 1.000 29261.9 83750.0

388 28335.8 1382.1 -0.8 56671.7 58989.9 1.000 1.000 29261.9 83750.0

404 28335.8 3257.5 0.8 56671.7 58989.9 1.000 1.000 30518.4 83750.0

404 28335.8 3257.5 -0.8 56671.7 58989.9 1.000 1.000 30518.4 83750.0

405 28335.8 5714.0 0.8 56671.7 58989.9 1.000 1.000 32164.2 83750.0

405 28335.8 5714.0 -0.8 56671.7 58989.9 1.000 1.000 32164.2 83750.0

406 28335.8 23.2 0.8 56671.7 58989.9 1.000 1.000 28351.4 83750.0

406 28335.8 59.5 -0.8 58221.5 58989.9 2.564 2.938 28375.7 83750.0407 28335.8 10348.2 0.6 77447.4 58989.9 2.564 2.938 35269.2 83750.0

407 28335.8 10348.2 -0.6 77447.4 58989.9 2.564 2.938 35269.2 83750.0

386 28335.8 8357.7 0.2 73727.8 58989.9 2.564 2.938 33935.5 83750.0

386 28335.8 3259.7 -0.2 56671.7 58989.9 1.000 1.000 30519.8 83750.0

408 28335.8 1827.9 0.2 56671.7 58989.9 1.000 1.000 29560.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

444 28335.8 440.8 -0.0 56671.7 58989.9 1.000 1.000 28631.2 83750.0

445 28335.8 148.4 0.0 56671.7 58989.9 1.000 1.000 28435.3 83750.0

445 28335.8 148.4 -0.0 56671.7 58989.9 1.000 1.000 28435.3 83750.0

450 28335.8 242.4 0.0 56671.7 58989.9 1.000 1.000 28498.2 83750.0

470 28335.8 255.4 -0.0 56671.7 58989.9 1.000 1.000 28507.0 83750.0

480 28335.8 54.5 0.0 56671.7 58989.9 1.000 1.000 28372.4 83750.0

480 28335.8 54.5 -0.0 56671.7 58989.9 1.000 1.000 28372.4 83750.0

481 28335.8 24.3 0.0 56671.7 58989.9 1.000 1.000 28352.2 83750.0

481 28335.8 24.3 -0.0 56671.7 58989.9 1.000 1.000 28352.2 83750.0

482 28335.8 25.1 0.0 56671.7 58989.9 1.000 1.000 28352.6 83750.0

482 28335.8 25.1 -0.0 56671.7 58989.9 1.000 1.000 28352.6 83750.0

483 28335.8 12.0 0.0 56671.7 58989.9 1.000 1.000 28343.9 83750.0

483 28335.8 12.0 -0.0 56671.7 58989.9 1.000 1.000 28343.9 83750.0

484 28335.8 0.9 0.0 56671.7 58989.9 1.000 1.000 28336.4 83750.0

484 28335.8 0.9 -0.0 56671.7 58989.9 1.000 1.000 28336.4 83750.0489 28335.8 0.2 0.0 56671.7 58989.9 1.000 1.000 28336.0 83750.0

489 28335.8 0.2 -0.0 56671.7 58989.9 1.000 1.000 28336.0 83750.0

491 28335.8 0.1 0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0

491 28335.8 0.1 -0.0 56671.7 58989.9 1.000 1.000 28335.9 83750.0

492 28335.8 0.3 0.0 56671.7 58989.9 1.000 1.000 28336.0 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

513 28335.8 123.8 -0.0 56671.7 58989.9 1.000 1.000 28418.8 83750.0

514 28335.8 25.9 0.0 56671.7 58989.9 1.000 1.000 28353.2 83750.0

514 28335.8 25.9 -0.0 56671.7 58989.9 1.000 1.000 28353.2 83750.0

515 28335.8 7.0 0.0 56671.7 58989.9 1.000 1.000 28340.6 83750.0

515 28335.8 7.0 -0.0 56671.7 58989.9 1.000 1.000 28340.6 83750.0

516 28335.8 3.2 0.0 56671.7 58989.9 1.000 1.000 28338.0 83750.0

516 28335.8 3.2 -0.0 56671.7 58989.9 1.000 1.000 28338.0 83750.0

490 28335.8 2.8 0.0 56671.7 58989.9 2.300 2.300 28337.7 83750.0

490 28335.8 30.8 0.2 56671.7 58989.9 1.000 1.000 28356.5 83750.0

498 28335.8 24.9 -0.2 56671.7 58989.9 1.000 1.000 28352.5 83750.0

498 28335.8 24.9 0.2 56671.7 58989.9 1.000 1.000 28352.5 83750.0

499 28335.8 41.8 -0.2 56671.7 58989.9 1.000 1.000 28363.8 83750.0

499 28335.8 41.8 0.2 56671.7 58989.9 1.000 1.000 28363.8 83750.0

517 28335.8 203.1 -0.2 56671.7 58989.9 1.000 1.000 28471.9 83750.0

517 28335.8 203.1 0.2 56671.7 58989.9 1.000 1.000 28471.9 83750.0518 28335.8 1573.0 -0.2 56671.7 58989.9 1.000 1.000 29389.8 83750.0

518 28335.8 1573.0 0.2 56671.7 58989.9 1.000 1.000 29389.8 83750.0

519 28335.8 4415.6 -0.2 56671.7 58989.9 1.000 1.000 31294.3 83750.0

519 28335.8 4415.6 0.2 56671.7 58989.9 1.000 1.000 31294.3 83750.0

521 28335.8 6512.3 -0.2 56671.7 58989.9 1.000 1.000 32699.1 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

521 28335.8 6512.3 0.2 56671.7 58989.9 1.000 1.000 32699.1 83750.0

522 28335.8 834.2 -0.2 56671.7 58989.9 1.000 1.000 28894.8 83750.0

522 28335.8 1776.4 0.2 61105.8 58989.9 2.129 2.440 29526.0 83750.0

523 28335.8 13170.7 -0.1 82934.7 58989.9 2.129 2.440 37160.2 83750.0

523 28335.8 13170.7 0.1 82934.7 58989.9 2.129 2.440 37160.2 83750.0

500 28335.8 3310.2 -0.0 64044.2 58989.9 2.129 2.440 30553.7 83750.0

500 28335.8 1554.4 0.0 56671.7 58989.9 1.000 1.000 29377.3 83750.0524 28335.8 6000.2 -0.0 56671.7 58989.9 1.000 1.000 32356.0 83750.0

524 28335.8 6000.2 0.0 56671.7 58989.9 1.000 1.000 32356.0 83750.0

525 28335.8 4228.3 -0.0 56671.7 58989.9 1.000 1.000 31168.8 83750.0

525 28335.8 4228.3 0.0 56671.7 58989.9 1.000 1.000 31168.8 83750.0

526 28335.8 1556.9 -0.0 56671.7 58989.9 1.000 1.000 29379.0 83750.0

526 28335.8 1556.9 0.0 56671.7 58989.9 1.000 1.000 29379.0 83750.0

527 28335.8 186.4 -0.0 56671.7 58989.9 1.000 1.000 28460.7 83750.0

527 28335.8 186.4 0.0 56671.7 58989.9 1.000 1.000 28460.7 83750.0

528 28335.8 31.9 -0.0 56671.7 58989.9 1.000 1.000 28357.2 83750.0

528 28335.8 31.9 0.0 56671.7 58989.9 1.000 1.000 28357.2 83750.0

529 28335.8 8.6 -0.0 56671.7 58989.9 1.000 1.000 28341.6 83750.0

529 28335.8 8.6 0.0 56671.7 58989.9 1.000 1.000 28341.6 83750.0

510 28335.8 2.8 -0.0 56671.7 58989.9 1.000 1.000 28337.7 83750.0

510 28335.8 2.8 0.0 56671.7 58989.9 1.000 1.000 28337.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

531 28335.8 0.7 -0.0 56671.7 58989.9 1.000 1.000 28336.3 83750.0

531 28335.8 0.7 0.0 56671.7 58989.9 1.000 1.000 28336.3 83750.0

532 28335.8 0.3 -0.0 56671.7 58989.9 1.000 1.000 28336.0 83750.0

532 28335.8 0.3 0.0 56671.7 58989.9 1.000 1.000 28336.0 83750.0

533 28335.8 0.8 -0.0 56671.7 58989.9 1.000 1.000 28336.4 83750.0

533 28335.8 0.8 0.0 56671.7 58989.9 1.000 1.000 28336.4 83750.0

534 28335.8 11.9 -0.0 56671.7 58989.9 1.000 1.000 28343.8 83750.0

534 28335.8 11.9 0.0 56671.7 58989.9 1.000 1.000 28343.8 83750.0

535 28335.8 25.1 -0.0 56671.7 58989.9 1.000 1.000 28352.7 83750.0

535 28335.8 25.1 0.0 56671.7 58989.9 1.000 1.000 28352.7 83750.0

536 28335.8 23.6 -0.0 56671.7 58989.9 1.000 1.000 28351.6 83750.0

536 28335.8 23.6 0.0 56671.7 58989.9 1.000 1.000 28351.6 83750.0

537 28335.8 13.6 -0.0 56671.7 58989.9 1.000 1.000 28345.0 83750.0

537 28335.8 13.6 0.0 56671.7 58989.9 1.000 1.000 28345.0 83750.0

520 28335.8 49.1 -0.0 56671.7 58989.9 1.000 1.000 28368.8 83750.0

520 28335.8 49.1 0.0 56671.7 58989.9 1.000 1.000 28368.8 83750.0

530 28335.8 200.9 -0.0 56671.7 58989.9 1.000 1.000 28470.4 83750.0

550 28335.8 201.3 0.0 56671.7 58989.9 1.000 1.000 28470.7 83750.0

560 28335.8 62.2 -0.0 56671.7 58989.9 1.000 1.000 28377.5 83750.0

560 28335.8 62.2 0.0 56671.7 58989.9 1.000 1.000 28377.5 83750.0

561 28335.8 147.8 -0.0 56671.7 58989.9 1.000 1.000 28434.9 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

561 28335.8 147.8 0.0 56671.7 58989.9 1.000 1.000 28434.9 83750.0

562 28335.8 134.8 -0.0 56671.7 58989.9 1.000 1.000 28426.1 83750.0

562 28335.8 134.8 0.0 56671.7 58989.9 1.000 1.000 28426.1 83750.0

563 28335.8 329.9 -0.0 56671.7 58989.9 1.000 1.000 28556.9 83750.0

563 28335.8 329.9 0.0 56671.7 58989.9 1.000 1.000 28556.9 83750.0

564 28335.8 4407.4 -0.0 56671.7 58989.9 1.000 1.000 31288.8 83750.0

564 28335.8 4407.4 0.0 56671.7 58989.9 1.000 1.000 31288.8 83750.0

569 28335.8 2349.6 -0.0 56671.7 58989.9 1.000 1.000 29910.1 83750.0

569 28335.8 2349.6 0.0 56671.7 58989.9 1.000 1.000 29910.1 83750.0

570 28335.8 20945.0 -0.0 56671.7 58989.9 2.300 2.300 42369.0 83750.0

570 28335.8 8.0 -0.0 56671.7 58989.9 1.000 1.000 28341.2 83750.0

571 28335.8 2.1 0.0 56671.7 58989.9 1.000 1.000 28337.3 83750.0

571 28335.8 2.1 -0.0 56671.7 58989.9 1.000 1.000 28337.3 83750.0

572 28335.8 0.7 0.0 56671.7 58989.9 1.000 1.000 28336.3 83750.0

572 28335.8 0.7 -0.0 56671.7 58989.9 1.000 1.000 28336.3 83750.0573 28335.8 0.6 0.0 56671.7 58989.9 1.000 1.000 28336.2 83750.0

573 28335.8 0.6 -0.0 56671.7 58989.9 1.000 1.000 28336.2 83750.0

574 28335.8 1.8 0.0 56671.7 58989.9 1.000 1.000 28337.1 83750.0

574 28335.8 1.8 -0.0 56671.7 58989.9 1.000 1.000 28337.1 83750.0

580 28335.8 15.5 0.0 56671.7 58989.9 2.300 2.300 28346.2 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

577 28335.8 72.5 0.0 56671.7 58989.9 1.000 1.000 28384.4 83750.0

578 28335.8 129.7 -0.0 56671.7 58989.9 1.000 1.000 28422.8 83750.0

578 28335.8 129.7 0.0 56671.7 58989.9 1.000 1.000 28422.8 83750.0

799 28335.8 100.3 -0.0 56671.7 58989.9 1.000 1.000 28403.0 83750.0

799 28335.8 100.3 0.0 56671.7 58989.9 1.000 1.000 28403.0 83750.0

800 28335.8 86.4 -0.0 56671.7 58989.9 1.000 1.000 28393.7 83750.0

800 28335.8 86.4 0.0 56671.7 58989.9 1.000 1.000 28393.7 83750.0

810 28335.8 202.6 -0.0 56671.7 58989.9 1.000 1.000 28471.6 83750.0

825 28335.8 201.0 0.0 56671.7 58989.9 1.000 1.000 28470.5 83750.0

830 28335.8 52.7 -0.0 56671.7 58989.9 1.000 1.000 28371.2 83750.0

830 28335.8 52.7 0.0 56671.7 58989.9 1.000 1.000 28371.2 83750.0

831 28335.8 26.6 -0.0 56671.7 58989.9 1.000 1.000 28353.7 83750.0

831 28335.8 26.6 0.0 56671.7 58989.9 1.000 1.000 28353.7 83750.0

832 28335.8 26.4 -0.0 56671.7 58989.9 1.000 1.000 28353.5 83750.0

832 28335.8 26.4 0.0 56671.7 58989.9 1.000 1.000 28353.5 83750.0833 28335.8 4.0 -0.0 56671.7 58989.9 1.000 1.000 28338.5 83750.0

833 28335.8 4.0 0.0 56671.7 58989.9 1.000 1.000 28338.5 83750.0

838 28335.8 52.7 -0.0 56671.7 58989.9 1.000 1.000 28371.2 83750.0

838 28335.8 52.7 0.0 56671.7 58989.9 1.000 1.000 28371.2 83750.0

839 28335.8 159.9 -0.0 56671.7 58989.9 1.000 1.000 28443.0 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

839 28335.8 159.9 0.0 56671.7 58989.9 1.000 1.000 28443.0 83750.0

841 28335.8 1080.2 -0.0 56671.7 58989.9 1.000 1.000 29059.6 83750.0

841 28335.8 1080.2 0.0 56671.7 58989.9 1.000 1.000 29059.6 83750.0

842 28335.8 2765.5 -0.0 56671.7 58989.9 1.000 1.000 30188.7 83750.0

842 28335.8 2765.5 0.0 56671.7 58989.9 1.000 1.000 30188.7 83750.0

843 28335.8 3557.8 -0.0 56671.7 58989.9 1.000 1.000 30719.6 83750.0

843 28335.8 3557.8 0.0 56671.7 58989.9 1.000 1.000 30719.6 83750.0844 28335.8 2216.9 -0.0 56671.7 58989.9 1.000 1.000 29821.2 83750.0

844 28335.8 5684.1 0.0 68731.8 58989.9 2.564 2.938 32144.2 83750.0

845 28335.8 11146.3 -0.1 78938.6 58989.9 2.564 2.938 35803.8 83750.0

845 28335.8 11146.3 0.1 78938.6 58989.9 2.564 2.938 35803.8 83750.0

835 28335.8 3151.5 -0.1 63999.3 58989.9 2.564 2.938 30447.3 83750.0

835 28335.8 1229.1 0.1 56671.7 58989.9 1.000 1.000 29159.4 83750.0

837 28335.8 4641.0 -0.1 56671.7 58989.9 1.000 1.000 31445.3 83750.0

837 28335.8 4641.0 0.1 56671.7 58989.9 1.000 1.000 31445.3 83750.0

846 28335.8 2392.4 -0.1 56671.7 58989.9 1.000 1.000 29938.7 83750.0

846 28335.8 2392.4 0.1 56671.7 58989.9 1.000 1.000 29938.7 83750.0

847 28335.8 2411.7 -0.1 56671.7 58989.9 1.000 1.000 29951.7 83750.0

847 28335.8 2411.7 0.1 56671.7 58989.9 1.000 1.000 29951.7 83750.0

848 28335.8 4673.0 -0.1 56671.7 58989.9 1.000 1.000 31466.7 83750.0

848 28335.8 4673.0 0.1 56671.7 58989.9 1.000 1.000 31466.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

857 28335.8 8.1 -0.0 56671.7 58989.9 1.000 1.000 28341.2 83750.0

139 28335.8 9.9 0.0 56671.7 58989.9 1.000 1.000 28342.5 83750.0

139 28335.8 9.9 -0.0 56671.7 58989.9 1.000 1.000 28342.5 83750.0

140 28335.8 27.8 0.0 56671.7 58989.9 1.000 1.000 28354.5 83750.0

840 28335.8 7.1 0.9 56671.7 58989.9 1.000 1.000 28340.6 83750.0

900 28335.8 10.0 -0.9 56671.7 58989.9 2.300 2.300 28342.6 83750.0

900 28335.8 1.9 0.0 56671.7 58989.9 1.000 1.000 28337.1 83750.0

901 28335.8 0.8 -0.0 56671.7 58989.9 1.000 1.000 28336.4 83750.0

901 28335.8 0.8 0.0 56671.7 58989.9 1.000 1.000 28336.4 83750.0

902 28335.8 2.6 -0.0 56671.7 58989.9 1.000 1.000 28337.6 83750.0

902 28335.8 2.6 0.0 56671.7 58989.9 1.000 1.000 28337.6 83750.0

903 28335.8 9.9 -0.0 56671.7 58989.9 1.000 1.000 28342.5 83750.0

903 28335.8 9.9 0.0 56671.7 58989.9 1.000 1.000 28342.5 83750.0

904 28335.8 40.1 -0.0 56671.7 58989.9 1.000 1.000 28362.7 83750.0

904 28335.8 40.1 0.0 56671.7 58989.9 1.000 1.000 28362.7 83750.0910 28335.8 345.6 -0.0 56671.7 58989.9 2.300 2.300 28567.4 83750.0

910 28335.8 1724.1 0.0 56671.7 58989.9 1.000 1.000 29491.0 83750.0

911 28335.8 145.4 -0.0 56671.7 58989.9 1.000 1.000 28433.2 83750.0

911 28335.8 145.4 0.0 56671.7 58989.9 1.000 1.000 28433.2 83750.0

912 28335.8 684.2 -0.0 56671.7 58989.9 1.000 1.000 28794.2 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

912 28335.8 684.2 0.0 56671.7 58989.9 1.000 1.000 28794.2 83750.0

913 28335.8 4182.8 -0.0 56671.7 58989.9 1.000 1.000 31138.3 83750.0

913 28335.8 4182.8 0.0 56671.7 58989.9 1.000 1.000 31138.3 83750.0

914 28335.8 6891.8 -0.0 56671.7 58989.9 1.000 1.000 32953.3 83750.0

914 28335.8 6891.8 0.0 56671.7 58989.9 1.000 1.000 32953.3 83750.0

915 28335.8 401.3 -0.0 56671.7 58989.9 1.000 1.000 28604.7 83750.0

915 28335.8 854.6 0.0 59339.9 58989.9 2.129 2.440 28908.4 83750.0916 28335.8 12248.5 -0.0 81167.9 58989.9 2.129 2.440 36542.3 83750.0

916 28335.8 12248.5 0.0 81167.9 58989.9 2.129 2.440 36542.3 83750.0

920 28335.8 5491.6 -0.0 68223.3 58989.9 2.129 2.440 32015.2 83750.0

920 28335.8 2578.9 0.0 56671.7 58989.9 1.000 1.000 30063.7 83750.0

921 28335.8 4788.4 -0.0 56671.7 58989.9 1.000 1.000 31544.1 83750.0

921 28335.8 4788.4 0.0 56671.7 58989.9 1.000 1.000 31544.1 83750.0

922 28335.8 3647.1 -0.0 56671.7 58989.9 1.000 1.000 30779.4 83750.0

922 28335.8 3647.1 0.0 56671.7 58989.9 1.000 1.000 30779.4 83750.0

923 28335.8 1423.3 -0.0 56671.7 58989.9 1.000 1.000 29289.5 83750.0

923 28335.8 1423.3 0.0 56671.7 58989.9 1.000 1.000 29289.5 83750.0

924 28335.8 165.7 -0.0 56671.7 58989.9 1.000 1.000 28446.9 83750.0

924 28335.8 165.7 0.0 56671.7 58989.9 1.000 1.000 28446.9 83750.0

925 28335.8 58.9 -0.0 56671.7 58989.9 1.000 1.000 28375.3 83750.0

925 28335.8 58.9 0.0 56671.7 58989.9 1.000 1.000 28375.3 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

926 28335.8 93.7 -0.0 56671.7 58989.9 1.000 1.000 28398.6 83750.0

926 28335.8 93.7 0.0 56671.7 58989.9 1.000 1.000 28398.6 83750.0

930 28335.8 728.9 -0.0 56671.7 58989.9 2.300 2.300 28824.2 83750.0

930 28335.8 78.3 -0.0 56671.7 58989.9 1.000 1.000 28388.3 83750.0

931 28335.8 30.7 0.0 56671.7 58989.9 1.000 1.000 28356.4 83750.0

931 28335.8 30.7 -0.0 56671.7 58989.9 1.000 1.000 28356.4 83750.0

932 28335.8 16.2 0.0 56671.7 58989.9 1.000 1.000 28346.7 83750.0

932 28335.8 16.2 -0.0 56671.7 58989.9 1.000 1.000 28346.7 83750.0

933 28335.8 35.2 0.0 56671.7 58989.9 1.000 1.000 28359.5 83750.0

933 28335.8 35.2 -0.0 56671.7 58989.9 1.000 1.000 28359.5 83750.0

934 28335.8 178.4 0.0 56671.7 58989.9 1.000 1.000 28455.4 83750.0

934 28335.8 178.4 -0.0 56671.7 58989.9 1.000 1.000 28455.4 83750.0

935 28335.8 1521.2 0.0 56671.7 58989.9 1.000 1.000 29355.0 83750.0

935 28335.8 1521.2 -0.0 56671.7 58989.9 1.000 1.000 29355.0 83750.0

936 28335.8 4061.2 0.0 56671.7 58989.9 1.000 1.000 31056.8 83750.0

936 28335.8 4061.2 -0.0 56671.7 58989.9 1.000 1.000 31056.8 83750.0

937 28335.8 5640.3 0.0 56671.7 58989.9 1.000 1.000 32114.8 83750.0

937 28335.8 5640.3 -0.0 56671.7 58989.9 1.000 1.000 32114.8 83750.0

938 28335.8 1885.6 0.0 56671.7 58989.9 1.000 1.000 29599.2 83750.0

938 28335.8 4015.5 -0.0 65395.3 58989.9 2.129 2.440 31026.2 83750.0

939 28335.8 12944.2 -0.0 82500.8 58989.9 2.129 2.440 37008.5 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

961 28335.8 2.7 -0.0 56671.7 58989.9 1.000 1.000 28337.6 83750.0

962 28335.8 0.9 0.0 56671.7 58989.9 1.000 1.000 28336.4 83750.0

962 28335.8 0.9 -0.0 56671.7 58989.9 1.000 1.000 28336.4 83750.0

963 28335.8 0.4 0.0 56671.7 58989.9 1.000 1.000 28336.1 83750.0

963 28335.8 0.4 -0.0 56671.7 58989.9 1.000 1.000 28336.1 83750.0

964 28335.8 1.0 0.0 56671.7 58989.9 1.000 1.000 28336.5 83750.0

964 28335.8 1.0 -0.0 56671.7 58989.9 1.000 1.000 28336.5 83750.0965 28335.8 12.1 0.0 56671.7 58989.9 1.000 1.000 28344.0 83750.0

965 28335.8 12.1 -0.0 56671.7 58989.9 1.000 1.000 28344.0 83750.0

966 28335.8 26.2 0.0 56671.7 58989.9 1.000 1.000 28353.4 83750.0

966 28335.8 26.2 -0.0 56671.7 58989.9 1.000 1.000 28353.4 83750.0

967 28335.8 26.1 0.0 56671.7 58989.9 1.000 1.000 28353.4 83750.0

967 28335.8 26.1 -0.0 56671.7 58989.9 1.000 1.000 28353.4 83750.0

969 28335.8 14.6 0.0 56671.7 58989.9 1.000 1.000 28345.6 83750.0

969 28335.8 14.6 -0.0 56671.7 58989.9 1.000 1.000 28345.6 83750.0

970 28335.8 48.9 0.0 56671.7 58989.9 1.000 1.000 28368.6 83750.0

970 28335.8 48.9 -0.0 56671.7 58989.9 1.000 1.000 28368.6 83750.0

980 28335.8 214.1 0.0 56671.7 58989.9 1.000 1.000 28479.3 83750.0

1000 28335.8 202.0 -0.0 56671.7 58989.9 1.000 1.000 28471.2 83750.0

1010 28335.8 285.4 0.0 56671.7 58989.9 1.000 1.000 28527.1 83750.0

1010 28335.8 285.4 -0.0 56671.7 58989.9 1.000 1.000 28527.1 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1011 28335.8 274.8 0.0 56671.7 58989.9 1.000 1.000 28519.9 83750.0

1011 28335.8 274.8 -0.0 56671.7 58989.9 1.000 1.000 28519.9 83750.0

1012 28335.8 1317.4 0.0 56671.7 58989.9 1.000 1.000 29218.5 83750.0

1012 28335.8 1317.4 -0.0 56671.7 58989.9 1.000 1.000 29218.5 83750.0

1013 28335.8 2857.5 0.0 56671.7 58989.9 1.000 1.000 30250.4 83750.0

1013 28335.8 2857.5 -0.0 56671.7 58989.9 1.000 1.000 30250.4 83750.0

1014 28335.8 2613.9 0.0 56671.7 58989.9 1.000 1.000 30087.2 83750.0

1014 28335.8 2613.9 -0.0 56671.7 58989.9 1.000 1.000 30087.2 83750.0

82 28335.8 4799.7 0.0 56671.7 58989.9 1.000 1.000 31551.6 83750.0

82 28335.8 4799.7 -0.0 56671.7 58989.9 1.000 1.000 31551.6 83750.0

80 28335.8 12213.2 0.0 56671.7 58989.9 1.000 1.000 36518.7 83750.0

440 28335.8 174.3 -0.1 56671.7 58989.9 1.000 1.000 28452.6 83750.0

446 28335.8 67.5 0.1 56671.7 58989.9 1.000 1.000 28381.1 83750.0

446 28335.8 67.5 -0.1 56671.7 58989.9 1.000 1.000 28381.1 83750.0

447 28335.8 27.7 0.1 56671.7 58989.9 1.000 1.000 28354.4 83750.0

447 28335.8 27.7 -0.1 56671.7 58989.9 1.000 1.000 28354.4 83750.0

448 28335.8 12.4 0.1 56671.7 58989.9 1.000 1.000 28344.1 83750.0

448 28335.8 12.4 -0.1 56671.7 58989.9 1.000 1.000 28344.1 83750.0

449 28335.8 25.1 0.1 56671.7 58989.9 1.000 1.000 28352.7 83750.0

449 28335.8 25.1 -0.1 56671.7 58989.9 1.000 1.000 28352.7 83750.0

451 28335.8 23.2 0.1 56671.7 58989.9 1.000 1.000 28351.4 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

451 28335.8 23.2 -0.1 56671.7 58989.9 1.000 1.000 28351.4 83750.0

1199 28335.8 12.9 0.1 56671.7 58989.9 1.000 1.000 28344.5 83750.0

1199 28335.8 12.9 -0.1 56671.7 58989.9 1.000 1.000 28344.5 83750.0

1200 28335.8 48.9 0.1 56671.7 58989.9 1.000 1.000 28368.6 83750.0

1200 28335.8 48.9 -0.1 56671.7 58989.9 1.000 1.000 28368.6 83750.0

1210 28335.8 200.8 0.1 56671.7 58989.9 1.000 1.000 28470.4 83750.0

1230 28335.8 200.8 -0.1 56671.7 58989.9 1.000 1.000 28470.4 83750.0

1240 28335.8 48.8 0.1 56671.7 58989.9 1.000 1.000 28368.6 83750.0

1240 28335.8 48.8 -0.1 56671.7 58989.9 1.000 1.000 28368.6 83750.0

1241 28335.8 23.2 0.1 56671.7 58989.9 1.000 1.000 28351.4 83750.0

1241 28335.8 23.2 -0.1 56671.7 58989.9 1.000 1.000 28351.4 83750.0

1242 28335.8 25.2 0.1 56671.7 58989.9 1.000 1.000 28352.7 83750.0

1242 28335.8 25.2 -0.1 56671.7 58989.9 1.000 1.000 28352.7 83750.0

1243 28335.8 14.1 0.1 56671.7 58989.9 1.000 1.000 28345.3 83750.0

1243 28335.8 14.1 -0.1 56671.7 58989.9 1.000 1.000 28345.3 83750.01244 28335.8 86.2 0.1 56671.7 58989.9 1.000 1.000 28393.6 83750.0

1244 28335.8 86.2 -0.1 56671.7 58989.9 1.000 1.000 28393.6 83750.0

1250 28335.8 1331.5 0.1 56671.7 58989.9 2.300 2.300 29227.9 83750.0

1250 28335.8 95.2 0.0 56671.7 58989.9 1.000 1.000 28399.6 83750.0

1260 28335.8 37.1 -0.0 56671.7 58989.9 2.300 2.300 28360.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1311 28335.8 32.2 0.0 56671.7 58989.9 1.000 1.000 28357.4 83750.0

1313 28335.8 11.3 -0.0 56671.7 58989.9 1.000 1.000 28343.4 83750.0

1313 28335.8 11.3 0.0 56671.7 58989.9 1.000 1.000 28343.4 83750.0

1315 28335.8 3.6 -0.0 56671.7 58989.9 1.000 1.000 28338.3 83750.0

1315 28335.8 3.6 0.0 56671.7 58989.9 1.000 1.000 28338.3 83750.0

1317 28335.8 1.3 -0.0 56671.7 58989.9 1.000 1.000 28336.7 83750.0

1317 28335.8 1.3 0.0 56671.7 58989.9 1.000 1.000 28336.7 83750.0

1321 28335.8 1.0 -0.0 56671.7 58989.9 1.000 1.000 28336.5 83750.0

1321 28335.8 1.0 0.0 56671.7 58989.9 1.000 1.000 28336.5 83750.0

1322 28335.8 12.0 -0.0 56671.7 58989.9 1.000 1.000 28343.9 83750.0

1322 28335.8 12.0 0.0 56671.7 58989.9 1.000 1.000 28343.9 83750.0

1323 28335.8 25.6 -0.0 56671.7 58989.9 1.000 1.000 28353.0 83750.0

1323 28335.8 25.6 0.0 56671.7 58989.9 1.000 1.000 28353.0 83750.0

1324 28335.8 24.1 -0.0 56671.7 58989.9 1.000 1.000 28352.0 83750.0

1324 28335.8 24.1 0.0 56671.7 58989.9 1.000 1.000 28352.0 83750.01325 28335.8 12.3 -0.0 56671.7 58989.9 1.000 1.000 28344.1 83750.0

1325 28335.8 12.3 0.0 56671.7 58989.9 1.000 1.000 28344.1 83750.0

1312 28335.8 48.7 -0.0 56671.7 58989.9 1.000 1.000 28368.5 83750.0

1312 28335.8 48.7 0.0 56671.7 58989.9 1.000 1.000 28368.5 83750.0

1314 28335.8 195.4 -0.0 56671.7 58989.9 1.000 1.000 28466.8 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1318 28335.8 197.3 0.0 56671.7 58989.9 1.000 1.000 28468.0 83750.0

1319 28335.8 48.6 -0.0 56671.7 58989.9 1.000 1.000 28368.4 83750.0

1319 28335.8 48.6 0.0 56671.7 58989.9 1.000 1.000 28368.4 83750.0

1326 28335.8 20.1 -0.0 56671.7 58989.9 1.000 1.000 28349.3 83750.0

1326 28335.8 20.1 0.0 56671.7 58989.9 1.000 1.000 28349.3 83750.0

1327 28335.8 24.2 -0.0 56671.7 58989.9 1.000 1.000 28352.1 83750.0

1327 28335.8 24.2 0.0 56671.7 58989.9 1.000 1.000 28352.1 83750.01328 28335.8 20.4 -0.0 56671.7 58989.9 1.000 1.000 28349.5 83750.0

1328 28335.8 20.4 0.0 56671.7 58989.9 1.000 1.000 28349.5 83750.0

1329 28335.8 98.9 -0.0 56671.7 58989.9 1.000 1.000 28402.1 83750.0

1329 28335.8 98.9 0.0 56671.7 58989.9 1.000 1.000 28402.1 83750.0

1320 28335.8 464.3 -0.0 56671.7 58989.9 1.000 1.000 28646.9 83750.0

1320 28335.8 464.3 0.0 56671.7 58989.9 1.000 1.000 28646.9 83750.0

1331 28335.8 490.1 -0.0 56671.7 58989.9 1.000 1.000 28664.2 83750.0

1331 28335.8 490.1 0.0 56671.7 58989.9 1.000 1.000 28664.2 83750.0

1330 28335.8 3322.5 -0.0 56671.7 58989.9 2.300 2.300 30561.9 83750.0

1330 28335.8 1840.3 -0.0 56671.7 58989.9 1.000 1.000 29568.9 83750.0

1332 28335.8 654.7 0.0 56671.7 58989.9 1.000 1.000 28774.5 83750.0

1332 28335.8 654.7 -0.0 56671.7 58989.9 1.000 1.000 28774.5 83750.0

1333 28335.8 92.3 0.0 56671.7 58989.9 1.000 1.000 28397.7 83750.0

1333 28335.8 92.3 -0.0 56671.7 58989.9 1.000 1.000 28397.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1349 28335.8 807.6 -0.0 56671.7 58989.9 1.000 1.000 28876.9 83750.0

1359 28335.8 3271.6 0.0 56671.7 58989.9 1.000 1.000 30527.8 83750.0

1359 28335.8 3271.6 -0.0 56671.7 58989.9 1.000 1.000 30527.8 83750.0

1361 28335.8 5200.2 0.0 56671.7 58989.9 1.000 1.000 31820.0 83750.0

1361 28335.8 5200.2 -0.0 56671.7 58989.9 1.000 1.000 31820.0 83750.0

1362 28335.8 44.0 0.0 56671.7 58989.9 1.000 1.000 28365.3 83750.0

1362 28335.8 93.8 -0.0 57882.3 58989.9 2.129 2.440 28398.7 83750.01363 28335.8 9635.0 0.0 76161.2 58989.9 2.129 2.440 34791.3 83750.0

1363 28335.8 9635.0 -0.0 76161.2 58989.9 2.129 2.440 34791.3 83750.0

1350 28335.8 3709.9 0.0 64809.9 58989.9 2.129 2.440 30821.4 83750.0

1350 28335.8 1742.1 -0.0 56671.7 58989.9 1.000 1.000 29503.1 83750.0

1364 28335.8 3918.7 0.0 56671.7 58989.9 1.000 1.000 30961.4 83750.0

1364 28335.8 3918.7 -0.0 56671.7 58989.9 1.000 1.000 30961.4 83750.0

1365 28335.8 2791.5 0.0 56671.7 58989.9 1.000 1.000 30206.1 83750.0

1365 28335.8 2791.5 -0.0 56671.7 58989.9 1.000 1.000 30206.1 83750.0

1366 28335.8 789.2 0.0 56671.7 58989.9 1.000 1.000 28864.6 83750.0

1366 28335.8 789.2 -0.0 56671.7 58989.9 1.000 1.000 28864.6 83750.0

1367 28335.8 506.0 0.0 56671.7 58989.9 1.000 1.000 28674.9 83750.0

1367 28335.8 506.0 -0.0 56671.7 58989.9 1.000 1.000 28674.9 83750.0

1360 28335.8 9755.6 0.0 56671.7 58989.9 2.300 2.300 34872.1 83750.0

1360 28335.8 548.4 0.0 56671.7 58989.9 1.000 1.000 28703.3 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1378 28335.8 2470.6 -0.0 56671.7 58989.9 1.000 1.000 29991.1 83750.0

1383 28335.8 3022.6 0.0 56671.7 58989.9 1.000 1.000 30361.0 83750.0

1383 28335.8 3022.6 -0.0 56671.7 58989.9 1.000 1.000 30361.0 83750.0

1384 28335.8 5346.8 0.0 56671.7 58989.9 1.000 1.000 31918.2 83750.0

1384 28335.8 5346.8 -0.0 56671.7 58989.9 1.000 1.000 31918.2 83750.0

1385 28335.8 865.1 0.0 56671.7 58989.9 1.000 1.000 28915.4 83750.0

1385 28335.8 2218.0 -0.0 62255.0 58989.9 2.564 2.938 29821.9 83750.0

1386 28335.8 11541.0 0.0 79676.3 58989.9 2.564 2.938 36068.3 83750.0

1386 28335.8 11541.0 -0.0 79676.3 58989.9 2.564 2.938 36068.3 83750.0

1376 28335.8 6966.2 0.0 71127.6 58989.9 2.564 2.938 33003.2 83750.0

1376 28335.8 2716.9 -0.0 56671.7 58989.9 1.000 1.000 30156.2 83750.0

1387 28335.8 3164.2 0.0 56671.7 58989.9 1.000 1.000 30455.9 83750.0

1387 28335.8 3164.2 -0.0 56671.7 58989.9 1.000 1.000 30455.9 83750.0

1388 28335.8 2616.2 0.0 56671.7 58989.9 1.000 1.000 30088.7 83750.0

1388 28335.8 2616.2 -0.0 56671.7 58989.9 1.000 1.000 30088.7 83750.01389 28335.8 1079.9 0.0 56671.7 58989.9 1.000 1.000 29059.4 83750.0

1389 28335.8 1079.9 -0.0 56671.7 58989.9 1.000 1.000 29059.4 83750.0

1391 28335.8 103.6 0.0 56671.7 58989.9 1.000 1.000 28405.3 83750.0

1391 28335.8 103.6 -0.0 56671.7 58989.9 1.000 1.000 28405.3 83750.0

1392 28335.8 18.6 0.0 56671.7 58989.9 1.000 1.000 28348.3 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1442 28335.8 4261.3 -0.1 56671.7 58989.9 1.000 1.000 31190.9 83750.0

1443 28335.8 1229.7 0.1 56671.7 58989.9 1.000 1.000 29159.7 83750.0

1443 28335.8 1229.7 -0.1 56671.7 58989.9 1.000 1.000 29159.7 83750.0

1444 28335.8 309.1 0.1 56671.7 58989.9 1.000 1.000 28542.9 83750.0

1444 28335.8 309.1 -0.1 56671.7 58989.9 1.000 1.000 28542.9 83750.0

1445 28335.8 348.5 0.1 56671.7 58989.9 1.000 1.000 28569.4 83750.0

1445 28335.8 348.5 -0.1 56671.7 58989.9 1.000 1.000 28569.4 83750.0

1446 28335.8 1102.4 0.1 56671.7 58989.9 1.000 1.000 29074.5 83750.0

1446 28335.8 1102.4 -0.1 56671.7 58989.9 1.000 1.000 29074.5 83750.0

1447 28335.8 4308.0 0.1 56671.7 58989.9 1.000 1.000 31222.2 83750.0

1447 28335.8 4308.0 -0.1 56671.7 58989.9 1.000 1.000 31222.2 83750.0

1448 28335.8 7998.5 0.1 56671.7 58989.9 1.000 1.000 33694.8 83750.0

1448 28335.8 7998.5 -0.1 56671.7 58989.9 1.000 1.000 33694.8 83750.0

1449 28335.8 4248.7 0.1 56671.7 58989.9 1.000 1.000 31182.5 83750.0

1449 28335.8 10893.6 -0.1 78466.5 58989.9 2.564 2.938 35634.6 83750.01451 28335.8 5580.7 0.2 68538.6 58989.9 2.564 2.938 32074.9 83750.0

1451 28335.8 5580.7 -0.2 68538.6 58989.9 2.564 2.938 32074.9 83750.0

1450 28335.8 4973.3 0.3 67403.7 58989.9 2.564 2.938 31668.0 83750.0

1450 28335.8 1939.7 -0.3 56671.7 58989.9 1.000 1.000 29635.4 83750.0

1452 28335.8 3608.7 0.3 56671.7 58989.9 1.000 1.000 30753.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

2145 28335.8 4134.0 -0.0 65622.5 58989.9 2.129 2.440 31105.6 83750.0

2145 28335.8 1941.3 0.0 56671.7 58989.9 1.000 1.000 29636.5 83750.0

2154 28335.8 1207.4 -0.0 56671.7 58989.9 1.000 1.000 29144.8 83750.0

2154 28335.8 1207.4 0.0 56671.7 58989.9 1.000 1.000 29144.8 83750.0

2155 28335.8 130.5 -0.0 56671.7 58989.9 1.000 1.000 28423.3 83750.0

210 28335.8 3884.7 0.0 56671.7 58989.9 1.000 1.000 30938.6 83750.0

214 28335.8 1175.0 -0.0 56671.7 58989.9 1.000 1.000 29123.1 83750.0

214 28335.8 1175.0 0.0 56671.7 58989.9 1.000 1.000 29123.1 83750.0

215 28335.8 1557.2 -0.0 56671.7 58989.9 1.000 1.000 29379.1 83750.0

215 28335.8 1557.2 0.0 56671.7 58989.9 1.000 1.000 29379.1 83750.0

216 28335.8 793.3 -0.0 56671.7 58989.9 1.000 1.000 28867.4 83750.0

216 28335.8 793.3 0.0 56671.7 58989.9 1.000 1.000 28867.4 83750.0

217 28335.8 47.2 -0.0 56671.7 58989.9 1.000 1.000 28367.5 83750.0

217 28335.8 47.2 0.0 56671.7 58989.9 1.000 1.000 28367.5 83750.0

218 28335.8 11.2 -0.0 56671.7 58989.9 1.000 1.000 28343.4 83750.0

218 28335.8 11.2 0.0 56671.7 58989.9 1.000 1.000 28343.4 83750.0

221 28335.8 3.3 -0.0 56671.7 58989.9 1.000 1.000 28338.0 83750.0

221 28335.8 3.3 0.0 56671.7 58989.9 1.000 1.000 28338.0 83750.0

222 28335.8 1.4 -0.0 56671.7 58989.9 1.000 1.000 28336.8 83750.0

222 28335.8 1.4 0.0 56671.7 58989.9 1.000 1.000 28336.8 83750.0

223 28335.8 14.1 -0.0 56671.7 58989.9 1.000 1.000 28345.3 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

601 28335.8 1014.3 -1.6 59645.7 58989.9 2.129 2.440 29015.4 83750.0

5590 28335.8 4112.6 -0.0 65581.5 58989.9 2.129 2.440 31091.3 83750.0

5590 28335.8 1931.3 0.0 56671.7 58989.9 1.000 1.000 29629.8 83750.0

5599 28335.8 1201.1 -0.0 56671.7 58989.9 1.000 1.000 29140.6 83750.0

5599 28335.8 1201.1 0.0 56671.7 58989.9 1.000 1.000 29140.6 83750.0

5600 28335.8 130.5 -0.0 56671.7 58989.9 1.000 1.000 28423.3 83750.0

900 28335.8 3.9 2.3 56671.7 58989.9 1.000 1.000 28338.5 83750.0

905 28335.8 2073.1 -2.3 56671.7 58989.9 1.000 1.000 29724.8 83750.0

905 28335.8 4414.6 2.3 66160.1 58989.9 2.129 2.440 31293.6 83750.0

906 28335.8 979.0 -0.8 59578.2 58989.9 2.129 2.440 28991.8 83750.0

906 28335.8 979.0 0.8 59578.2 58989.9 2.129 2.440 28991.8 83750.0

6900 28335.8 3850.0 0.0 65078.4 58989.9 2.129 2.440 30915.4 83750.0

6900 28335.8 1808.0 -0.0 56671.7 58989.9 1.000 1.000 29547.2 83750.0

6909 28335.8 1124.6 0.0 56671.7 58989.9 1.000 1.000 29089.3 83750.0

6909 28335.8 1124.6 -0.0 56671.7 58989.9 1.000 1.000 29089.3 83750.06910 28335.8 130.8 0.0 56671.7 58989.9 1.000 1.000 28423.5 83750.0

910 28335.8 1874.4 5.8 56671.7 58989.9 1.000 1.000 29591.7 83750.0

917 28335.8 747.7 -5.8 56671.7 58989.9 1.000 1.000 28836.8 83750.0

917 28335.8 1592.2 5.8 60753.0 58989.9 2.129 2.440 29402.6 83750.0

918 28335.8 800.8 -2.8 59236.5 58989.9 2.129 2.440 28872.4 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

918 28335.8 800.8 2.8 59236.5 58989.9 2.129 2.440 28872.4 83750.0

7910 28335.8 4351.1 0.0 66038.4 58989.9 2.129 2.440 31251.1 83750.0

7910 28335.8 2043.3 -0.0 56671.7 58989.9 1.000 1.000 29704.8 83750.0

7919 28335.8 1270.6 0.0 56671.7 58989.9 1.000 1.000 29187.1 83750.0

7919 28335.8 1270.6 -0.0 56671.7 58989.9 1.000 1.000 29187.1 83750.0

7920 28335.8 129.9 0.0 56671.7 58989.9 1.000 1.000 28422.9 83750.0

930 28335.8 395.2 0.0 56671.7 58989.9 1.000 1.000 28600.6 83750.0946 28335.8 977.2 -0.0 56671.7 58989.9 1.000 1.000 28990.6 83750.0

946 28335.8 977.2 0.0 56671.7 58989.9 1.000 1.000 28990.6 83750.0

947 28335.8 713.3 -0.0 56671.7 58989.9 1.000 1.000 28813.8 83750.0

947 28335.8 713.3 0.0 56671.7 58989.9 1.000 1.000 28813.8 83750.0

948 28335.8 266.4 -0.0 56671.7 58989.9 1.000 1.000 28514.4 83750.0

948 28335.8 266.4 0.0 56671.7 58989.9 1.000 1.000 28514.4 83750.0

949 28335.8 136.1 -0.0 56671.7 58989.9 1.000 1.000 28427.0 83750.0

949 28335.8 136.1 0.0 56671.7 58989.9 1.000 1.000 28427.0 83750.0

952 28335.8 15.9 -0.0 56671.7 58989.9 1.000 1.000 28346.5 83750.0

952 28335.8 15.9 0.0 56671.7 58989.9 1.000 1.000 28346.5 83750.0

953 28335.8 26.6 -0.0 56671.7 58989.9 1.000 1.000 28353.7 83750.0

953 28335.8 26.6 0.0 56671.7 58989.9 1.000 1.000 28353.7 83750.0

8929 28335.8 76.5 -0.0 56671.7 58989.9 1.000 1.000 28387.1 83750.0

8929 28335.8 76.5 0.0 56671.7 58989.9 1.000 1.000 28387.1 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

973 28335.8 15.2 0.0 56671.7 58989.9 1.000 1.000 28346.0 83750.0

974 28335.8 14.9 -0.0 56671.7 58989.9 1.000 1.000 28345.8 83750.0

974 28335.8 14.9 0.0 56671.7 58989.9 1.000 1.000 28345.8 83750.0

975 28335.8 18.5 -0.0 56671.7 58989.9 1.000 1.000 28348.2 83750.0

975 28335.8 18.5 0.0 56671.7 58989.9 1.000 1.000 28348.2 83750.0

10959 28335.8 75.9 -0.0 56671.7 58989.9 1.000 1.000 28386.7 83750.0

10959 28335.8 75.9 0.0 56671.7 58989.9 1.000 1.000 28386.7 83750.0

10960 28335.8 133.4 -0.0 56671.7 58989.9 1.000 1.000 28425.2 83750.0

1250 28335.8 674.0 -6.0 56671.7 58989.9 1.000 1.000 28787.4 83750.0

1251 28335.8 619.0 6.0 56671.7 58989.9 1.000 1.000 28750.6 83750.0

1251 28335.8 619.0 -6.0 56671.7 58989.9 1.000 1.000 28750.6 83750.0

1252 28335.8 1796.7 6.0 56671.7 58989.9 1.000 1.000 29539.6 83750.0

1252 28335.8 3826.0 -6.0 65032.3 58989.9 2.129 2.440 30899.3 83750.0

1253 28335.8 771.6 3.0 59180.5 58989.9 2.129 2.440 28852.8 83750.0

1253 28335.8 771.6 -3.0 59180.5 58989.9 2.129 2.440 28852.8 83750.011250 28335.8 4111.9 -0.0 65580.1 58989.9 2.129 2.440 31090.8 83750.0

11250 28335.8 1930.9 0.0 56671.7 58989.9 1.000 1.000 29629.6 83750.0

11259 28335.8 1200.8 -0.0 56671.7 58989.9 1.000 1.000 29140.4 83750.0

11259 28335.8 1200.8 0.0 56671.7 58989.9 1.000 1.000 29140.4 83750.0

11260 28335.8 129.8 -0.0 56671.7 58989.9 1.000 1.000 28422.8 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1260 28335.8 41.5 -0.0 56671.7 58989.9 1.000 1.000 28363.7 83750.0

1265 28335.8 249.0 0.0 56671.7 58989.9 1.000 1.000 28502.7 83750.0

1265 28335.8 249.0 -0.0 56671.7 58989.9 1.000 1.000 28502.7 83750.0

1266 28335.8 168.3 0.0 56671.7 58989.9 1.000 1.000 28448.6 83750.0

1266 28335.8 168.3 -0.0 56671.7 58989.9 1.000 1.000 28448.6 83750.0

1267 28335.8 55.5 0.0 56671.7 58989.9 1.000 1.000 28373.0 83750.0

1267 28335.8 55.5 -0.0 56671.7 58989.9 1.000 1.000 28373.0 83750.01268 28335.8 10.9 0.0 56671.7 58989.9 1.000 1.000 28343.2 83750.0

1268 28335.8 10.9 -0.0 56671.7 58989.9 1.000 1.000 28343.2 83750.0

1269 28335.8 14.9 0.0 56671.7 58989.9 1.000 1.000 28345.8 83750.0

1269 28335.8 14.9 -0.0 56671.7 58989.9 1.000 1.000 28345.8 83750.0

1271 28335.8 14.8 0.0 56671.7 58989.9 1.000 1.000 28345.8 83750.0

1271 28335.8 14.8 -0.0 56671.7 58989.9 1.000 1.000 28345.8 83750.0

1272 28335.8 18.7 0.0 56671.7 58989.9 1.000 1.000 28348.4 83750.0

1272 28335.8 18.7 -0.0 56671.7 58989.9 1.000 1.000 28348.4 83750.0

12259 28335.8 76.1 0.0 56671.7 58989.9 1.000 1.000 28386.8 83750.0

12259 28335.8 76.1 -0.0 56671.7 58989.9 1.000 1.000 28386.8 83750.0

12260 28335.8 133.5 0.0 56671.7 58989.9 1.000 1.000 28425.3 83750.0

1270 28335.8 253.8 -2.8 56671.7 58989.9 1.000 1.000 28505.9 83750.0

1273 28335.8 2596.0 2.8 56671.7 58989.9 1.000 1.000 30075.2 83750.0

1273 28335.8 5528.2 -2.8 68293.4 58989.9 2.129 2.440 32039.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

15326 28335.8 92.1 0.0 56671.7 58989.9 1.000 1.000 28397.6 83750.0

15326 28335.8 92.1 -0.0 56671.7 58989.9 1.000 1.000 28397.6 83750.0

15327 28335.8 18.4 0.0 56671.7 58989.9 1.000 1.000 28348.2 83750.0

15327 28335.8 18.4 -0.0 56671.7 58989.9 1.000 1.000 28348.2 83750.0

15328 28335.8 21.6 0.0 56671.7 58989.9 1.000 1.000 28350.3 83750.0

15328 28335.8 21.6 -0.0 56671.7 58989.9 1.000 1.000 28350.3 83750.0

15329 28335.8 19.5 0.0 56671.7 58989.9 1.000 1.000 28348.9 83750.0

15329 28335.8 19.5 -0.0 56671.7 58989.9 1.000 1.000 28348.9 83750.0

15331 28335.8 76.1 0.0 56671.7 58989.9 1.000 1.000 28386.8 83750.0

15331 28335.8 76.1 -0.0 56671.7 58989.9 1.000 1.000 28386.8 83750.0

15325 28335.8 133.5 0.0 56671.7 58989.9 1.000 1.000 28425.3 83750.0

1360 28335.8 4790.0 -0.0 56671.7 58989.9 1.000 1.000 31545.1 83750.0

1423 28335.8 2264.1 0.0 56671.7 58989.9 1.000 1.000 29852.8 83750.0

1423 28335.8 2264.1 -0.0 56671.7 58989.9 1.000 1.000 29852.8 83750.0

1424 28335.8 2413.7 0.0 56671.7 58989.9 1.000 1.000 29953.0 83750.0

1424 28335.8 2413.7 -0.0 56671.7 58989.9 1.000 1.000 29953.0 83750.0

1425 28335.8 1087.5 0.0 56671.7 58989.9 1.000 1.000 29064.4 83750.0

1425 28335.8 1087.5 -0.0 56671.7 58989.9 1.000 1.000 29064.4 83750.0

1426 28335.8 85.7 0.0 56671.7 58989.9 1.000 1.000 28393.3 83750.0

1426 28335.8 85.7 -0.0 56671.7 58989.9 1.000 1.000 28393.3 83750.0

1427 28335.8 86.2 0.0 56671.7 58989.9 1.000 1.000 28393.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1427 28335.8 86.2 -0.0 56671.7 58989.9 1.000 1.000 28393.6 83750.0

1428 28335.8 38.1 0.0 56671.7 58989.9 1.000 1.000 28361.4 83750.0

1428 28335.8 38.1 -0.0 56671.7 58989.9 1.000 1.000 28361.4 83750.0

1429 28335.8 19.7 0.0 56671.7 58989.9 1.000 1.000 28349.0 83750.0

1429 28335.8 19.7 -0.0 56671.7 58989.9 1.000 1.000 28349.0 83750.0

16359 28335.8 76.2 0.0 56671.7 58989.9 1.000 1.000 28386.9 83750.0

16359 28335.8 76.2 -0.0 56671.7 58989.9 1.000 1.000 28386.9 83750.0

16360 28335.8 133.5 0.0 56671.7 58989.9 1.000 1.000 28425.3 83750.0

1347 28335.8 1181.5 0.0 56671.7 58989.9 1.000 1.000 29127.4 83750.0

1435 28335.8 368.0 -0.0 56671.7 58989.9 1.000 1.000 28582.4 83750.0

1435 28335.8 368.0 0.0 56671.7 58989.9 1.000 1.000 28582.4 83750.0

1436 28335.8 476.7 -0.0 56671.7 58989.9 1.000 1.000 28655.3 83750.0

1436 28335.8 476.7 0.0 56671.7 58989.9 1.000 1.000 28655.3 83750.0

17370 28335.8 229.1 -0.0 56671.7 58989.9 1.000 1.000 28489.4 83750.0

17370 28335.8 229.1 0.0 56671.7 58989.9 1.000 1.000 28489.4 83750.017371 28335.8 91.8 -0.0 56671.7 58989.9 1.000 1.000 28397.3 83750.0

17371 28335.8 91.8 0.0 56671.7 58989.9 1.000 1.000 28397.3 83750.0

17372 28335.8 27.5 -0.0 56671.7 58989.9 1.000 1.000 28354.2 83750.0

17372 28335.8 27.5 0.0 56671.7 58989.9 1.000 1.000 28354.2 83750.0

17379 28335.8 78.0 -0.0 56671.7 58989.9 1.000 1.000 28388.1 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

17379 28335.8 78.0 0.0 56671.7 58989.9 1.000 1.000 28388.1 83750.0

17380 28335.8 134.3 -0.0 56671.7 58989.9 1.000 1.000 28425.8 83750.0

1380 28335.8 1828.0 4.3 56671.7 58989.9 1.000 1.000 29560.6 83750.0

1437 28335.8 1328.4 -4.3 56671.7 58989.9 1.000 1.000 29225.9 83750.0

1437 28335.8 1328.4 4.3 56671.7 58989.9 1.000 1.000 29225.9 83750.0

1438 28335.8 773.4 -4.3 56671.7 58989.9 1.000 1.000 28854.0 83750.0

1438 28335.8 1646.9 4.3 60857.7 58989.9 2.129 2.440 29439.3 83750.01439 28335.8 137.8 -2.0 57965.9 58989.9 2.129 2.440 28428.2 83750.0

1439 28335.8 137.8 2.0 57965.9 58989.9 2.129 2.440 28428.2 83750.0

18380 28335.8 4496.8 0.0 66317.4 58989.9 2.129 2.440 31348.7 83750.0

18380 28335.8 2111.7 -0.0 56671.7 58989.9 1.000 1.000 29750.7 83750.0

18389 28335.8 1313.1 0.0 56671.7 58989.9 1.000 1.000 29215.6 83750.0

18389 28335.8 1313.1 -0.0 56671.7 58989.9 1.000 1.000 29215.6 83750.0

18390 28335.8 130.3 0.0 56671.7 58989.9 1.000 1.000 28423.1 83750.0




STRESSES EXTENDED REPORT: Stresses on ElementsCASE 2 (OPE) W+T1+P1

NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

15 18890.6 0.7 0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0

16 18890.6 11.9 -0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0

16 18890.6 11.9 0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0

17 18890.6 24.9 -0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0

17 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0

18 18890.6 23.0 -0.0 37781.1 39326.6 1.000 1.000 18906.0 83750.0

18 18890.6 23.0 0.0 37781.1 39326.6 1.000 1.000 18906.0 83750.019 18890.6 12.8 0.0 37781.1 39326.6 1.000 1.000 18899.1 83750.0

19 18890.6 12.8 0.0 37781.1 39326.6 1.000 1.000 18899.1 83750.0

20 18890.6 48.5 -0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0

20 18890.6 48.5 0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0

30 18890.6 199.4 -0.0 37781.1 39326.6 1.000 1.000 19024.1 83750.0

50 18890.6 199.4 0.0 37781.1 39326.6 1.000 1.000 19024.1 83750.0

60 18890.6 48.5 -0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0

60 18890.6 48.5 0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0

61 18890.6 23.0 -0.0 37781.1 39326.6 1.000 1.000 18906.0 83750.0

61 18890.6 23.0 0.0 37781.1 39326.6 1.000 1.000 18906.0 83750.0

62 18890.6 24.9 -0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0

62 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0

63 18890.6 12.0 -0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0

63 18890.6 12.0 0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

64 18890.6 17.7 -0.0 37781.1 39326.6 1.000 1.000 18902.4 83750.0

64 18890.6 17.7 0.0 37781.1 39326.6 1.000 1.000 18902.4 83750.0

65 18890.6 42.4 -0.0 37781.1 39326.6 1.000 1.000 18919.0 83750.0

65 18890.6 42.4 0.0 37781.1 39326.6 1.000 1.000 18919.0 83750.0

66 18890.6 155.5 -0.0 37781.1 39326.6 1.000 1.000 18994.7 83750.0

66 18890.6 155.5 0.0 37781.1 39326.6 1.000 1.000 18994.7 83750.0

67 18890.6 820.5 -0.0 37781.1 39326.6 1.000 1.000 19440.3 83750.0

67 18890.6 820.5 0.0 37781.1 39326.6 1.000 1.000 19440.3 83750.0

68 18890.6 2961.7 -0.0 37781.1 39326.6 1.000 1.000 20874.9 83750.0

68 18890.6 2961.7 0.0 37781.1 39326.6 1.000 1.000 20874.9 83750.0

69 18890.6 5479.2 -0.0 37781.1 39326.6 1.000 1.000 22561.6 83750.0

69 18890.6 5479.2 0.0 37781.1 39326.6 1.000 1.000 22561.6 83750.0

71 18890.6 3000.9 -0.0 37781.1 39326.6 1.000 1.000 20901.2 83750.0

71 18890.6 6390.3 0.0 50710.8 39326.6 2.129 2.440 23172.1 83750.0

72 18890.6 6248.4 -0.4 50439.0 39326.6 2.129 2.440 23077.0 83750.0

72 18890.6 6248.4 0.4 50439.0 39326.6 2.129 2.440 23077.0 83750.0

70 18890.6 8761.3 -0.6 55253.1 39326.6 2.129 2.440 24760.7 83750.0

70 18890.6 4114.3 0.6 37781.1 39326.6 1.000 1.000 21647.1 83750.0

73 18890.6 419.3 -0.6 37781.1 39326.6 1.000 1.000 19171.5 83750.0

73 18890.6 419.3 0.6 37781.1 39326.6 1.000 1.000 19171.5 83750.0

74 18890.6 1111.3 -0.6 37781.1 39326.6 1.000 1.000 19635.1 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

74 18890.6 1111.3 0.6 37781.1 39326.6 1.000 1.000 19635.1 83750.0

75 18890.6 655.4 -0.6 37781.1 39326.6 1.000 1.000 19329.7 83750.0

75 18890.6 655.4 0.6 37781.1 39326.6 1.000 1.000 19329.7 83750.0

76 18890.6 24.0 -0.6 37781.1 39326.6 1.000 1.000 18906.7 83750.0

76 18890.6 24.0 0.6 37781.1 39326.6 1.000 1.000 18906.7 83750.0

77 18890.6 5.3 -0.6 37781.1 39326.6 1.000 1.000 18894.1 83750.0

77 18890.6 5.3 0.6 37781.1 39326.6 1.000 1.000 18894.1 83750.0

78 18890.6 4.6 -0.6 37781.1 39326.6 1.000 1.000 18893.6 83750.0

78 18890.6 4.6 0.6 37781.1 39326.6 1.000 1.000 18893.6 83750.0

79 18890.6 4.2 -0.6 37781.1 39326.6 1.000 1.000 18893.4 83750.0

79 18890.6 4.2 0.6 37781.1 39326.6 1.000 1.000 18893.4 83750.0

80 18890.6 29.7 -0.6 37781.1 39326.6 2.300 2.300 18910.5 83750.0

80 18890.6 8260.5 0.0 37781.1 39326.6 1.000 1.000 24425.1 83750.0

81 18890.6 483.8 -0.0 37781.1 39326.6 1.000 1.000 19214.7 83750.0

81 18890.6 483.8 0.0 37781.1 39326.6 1.000 1.000 19214.7 83750.089 18890.6 385.0 -0.0 37781.1 39326.6 1.000 1.000 19148.5 83750.0

89 18890.6 385.0 0.0 37781.1 39326.6 1.000 1.000 19148.5 83750.0

90 18890.6 1253.6 -0.0 37781.1 39326.6 1.000 1.000 19730.5 83750.0

90 18890.6 1253.6 0.0 37781.1 39326.6 1.000 1.000 19730.5 83750.0

100 18890.6 1058.4 -0.0 37781.1 39326.6 1.000 1.000 19599.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

120 18890.6 781.4 0.0 37781.1 39326.6 1.000 1.000 19414.1 83750.0

130 18890.6 247.9 -0.0 37781.1 39326.6 1.000 1.000 19056.7 83750.0

130 18890.6 247.9 0.0 37781.1 39326.6 1.000 1.000 19056.7 83750.0

131 18890.6 72.3 -0.0 37781.1 39326.6 1.000 1.000 18939.0 83750.0

131 18890.6 72.3 0.0 37781.1 39326.6 1.000 1.000 18939.0 83750.0

132 18890.6 36.0 -0.0 37781.1 39326.6 1.000 1.000 18914.7 83750.0

132 18890.6 36.0 0.0 37781.1 39326.6 1.000 1.000 18914.7 83750.0133 18890.6 82.0 -0.0 37781.1 39326.6 1.000 1.000 18945.5 83750.0

133 18890.6 82.0 0.0 37781.1 39326.6 1.000 1.000 18945.5 83750.0

134 18890.6 230.6 -0.0 37781.1 39326.6 1.000 1.000 19045.1 83750.0

134 18890.6 230.6 0.0 37781.1 39326.6 1.000 1.000 19045.1 83750.0

140 18890.6 405.0 -0.0 37781.1 39326.6 2.300 2.300 19161.9 83750.0

140 18890.6 157.2 0.0 37781.1 39326.6 1.000 1.000 18995.9 83750.0

145 18890.6 240.6 -0.0 37781.1 39326.6 2.300 2.300 19051.7 83750.0

145 18890.6 1.6 0.0 37781.1 39326.6 1.000 1.000 18891.6 83750.0

146 18890.6 0.4 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0

146 18890.6 0.4 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0

147 18890.6 0.1 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

147 18890.6 0.1 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

148 18890.6 0.1 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

148 18890.6 0.1 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

149 18890.6 0.2 -0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0

149 18890.6 0.2 0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0

151 18890.6 0.8 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0

151 18890.6 0.8 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0

152 18890.6 4.1 -0.0 37781.1 39326.6 1.000 1.000 18893.3 83750.0

152 18890.6 4.1 0.0 37781.1 39326.6 1.000 1.000 18893.3 83750.0

153 18890.6 19.3 -0.0 37781.1 39326.6 1.000 1.000 18903.5 83750.0

153 18890.6 19.3 0.0 37781.1 39326.6 1.000 1.000 18903.5 83750.0

154 18890.6 107.0 -0.0 37781.1 39326.6 1.000 1.000 18962.3 83750.0

154 18890.6 107.0 0.0 37781.1 39326.6 1.000 1.000 18962.3 83750.0

155 18890.6 992.1 -0.0 37781.1 39326.6 1.000 1.000 19555.3 83750.0

155 18890.6 992.1 0.0 37781.1 39326.6 1.000 1.000 19555.3 83750.0

156 18890.6 2546.2 -0.0 37781.1 39326.6 1.000 1.000 20596.5 83750.0

156 18890.6 2546.2 0.0 37781.1 39326.6 1.000 1.000 20596.5 83750.0

157 18890.6 3356.5 -0.0 37781.1 39326.6 1.000 1.000 21139.4 83750.0

157 18890.6 3356.5 0.0 37781.1 39326.6 1.000 1.000 21139.4 83750.0

158 18890.6 1757.2 -0.0 37781.1 39326.6 1.000 1.000 20067.9 83750.0

158 18890.6 3742.0 0.0 45637.2 39326.6 2.129 2.440 21397.7 83750.0

159 18890.6 8562.2 -0.1 54871.7 39326.6 2.129 2.440 24627.2 83750.0

159 18890.6 8562.2 0.1 54871.7 39326.6 2.129 2.440 24627.2 83750.0

150 18890.6 383.7 -0.1 39203.5 39326.6 2.129 2.440 19147.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

150 18890.6 180.2 0.1 37781.1 39326.6 1.000 1.000 19011.3 83750.0

161 18890.6 4698.0 -0.1 37781.1 39326.6 1.000 1.000 22038.3 83750.0

161 18890.6 4698.0 0.1 37781.1 39326.6 1.000 1.000 22038.3 83750.0

162 18890.6 3060.9 -0.1 37781.1 39326.6 1.000 1.000 20941.3 83750.0

162 18890.6 3060.9 0.1 37781.1 39326.6 1.000 1.000 20941.3 83750.0

163 18890.6 170.4 -0.1 37781.1 39326.6 1.000 1.000 19004.7 83750.0

163 18890.6 170.4 0.1 37781.1 39326.6 1.000 1.000 19004.7 83750.0

164 18890.6 193.1 -0.1 37781.1 39326.6 1.000 1.000 19019.9 83750.0

164 18890.6 193.1 0.1 37781.1 39326.6 1.000 1.000 19019.9 83750.0

165 18890.6 171.8 -0.1 37781.1 39326.6 1.000 1.000 19005.7 83750.0

165 18890.6 171.8 0.1 37781.1 39326.6 1.000 1.000 19005.7 83750.0

160 18890.6 158.6 -0.1 37781.1 39326.6 1.000 1.000 18996.8 83750.0

160 18890.6 158.6 0.1 37781.1 39326.6 1.000 1.000 18996.8 83750.0

170 18890.6 205.8 -0.1 37781.1 39326.6 1.000 1.000 19028.5 83750.0

190 18890.6 199.5 0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0200 18890.6 102.1 -0.1 37781.1 39326.6 1.000 1.000 18959.0 83750.0

200 18890.6 102.1 0.1 37781.1 39326.6 1.000 1.000 18959.0 83750.0

201 18890.6 109.8 -0.1 37781.1 39326.6 1.000 1.000 18964.1 83750.0

201 18890.6 109.8 0.1 37781.1 39326.6 1.000 1.000 18964.1 83750.0

202 18890.6 420.1 -0.1 37781.1 39326.6 1.000 1.000 19172.0 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

202 18890.6 420.1 0.1 37781.1 39326.6 1.000 1.000 19172.0 83750.0

203 18890.6 783.1 -0.1 37781.1 39326.6 1.000 1.000 19415.2 83750.0

203 18890.6 783.1 0.1 37781.1 39326.6 1.000 1.000 19415.2 83750.0

210 18890.6 1307.8 -0.1 37781.1 39326.6 2.300 2.300 19766.8 83750.0

210 18890.6 3140.3 0.1 37781.1 39326.6 1.000 1.000 20994.6 83750.0

211 18890.6 899.3 -0.1 37781.1 39326.6 1.000 1.000 19493.1 83750.0

211 18890.6 899.3 0.1 37781.1 39326.6 1.000 1.000 19493.1 83750.0212 18890.6 617.1 -0.1 37781.1 39326.6 1.000 1.000 19304.0 83750.0

212 18890.6 617.1 0.1 37781.1 39326.6 1.000 1.000 19304.0 83750.0

213 18890.6 201.6 -0.1 37781.1 39326.6 1.000 1.000 19025.6 83750.0

213 18890.6 201.6 0.1 37781.1 39326.6 1.000 1.000 19025.6 83750.0

219 18890.6 119.0 -0.1 37781.1 39326.6 1.000 1.000 18970.3 83750.0

219 18890.6 119.0 0.1 37781.1 39326.6 1.000 1.000 18970.3 83750.0

220 18890.6 60.6 -0.1 37781.1 39326.6 1.000 1.000 18931.2 83750.0

220 18890.6 60.6 0.1 37781.1 39326.6 1.000 1.000 18931.2 83750.0

230 18890.6 199.5 -0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0

250 18890.6 199.5 0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0

260 18890.6 54.0 -0.1 37781.1 39326.6 1.000 1.000 18926.8 83750.0

260 18890.6 54.0 0.1 37781.1 39326.6 1.000 1.000 18926.8 83750.0

261 18890.6 24.2 -0.1 37781.1 39326.6 1.000 1.000 18906.8 83750.0

261 18890.6 24.2 0.1 37781.1 39326.6 1.000 1.000 18906.8 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

262 18890.6 24.9 -0.1 37781.1 39326.6 1.000 1.000 18907.2 83750.0

262 18890.6 24.9 0.1 37781.1 39326.6 1.000 1.000 18907.2 83750.0

263 18890.6 11.9 -0.1 37781.1 39326.6 1.000 1.000 18898.5 83750.0

263 18890.6 11.9 0.1 37781.1 39326.6 1.000 1.000 18898.5 83750.0

264 18890.6 1.0 -0.1 37781.1 39326.6 1.000 1.000 18891.2 83750.0

264 18890.6 1.0 0.1 37781.1 39326.6 1.000 1.000 18891.2 83750.0

265 18890.6 0.8 -0.1 37781.1 39326.6 1.000 1.000 18891.1 83750.0

265 18890.6 0.8 0.1 37781.1 39326.6 1.000 1.000 18891.1 83750.0

266 18890.6 2.3 -0.1 37781.1 39326.6 1.000 1.000 18892.1 83750.0

266 18890.6 2.3 0.1 37781.1 39326.6 1.000 1.000 18892.1 83750.0

267 18890.6 7.1 -0.1 37781.1 39326.6 1.000 1.000 18895.3 83750.0

267 18890.6 7.1 0.1 37781.1 39326.6 1.000 1.000 18895.3 83750.0

268 18890.6 21.9 -0.1 37781.1 39326.6 1.000 1.000 18905.3 83750.0

268 18890.6 21.9 0.1 37781.1 39326.6 1.000 1.000 18905.3 83750.0

270 18890.6 185.6 -0.1 37781.1 39326.6 2.300 2.300 19014.9 83750.0

270 18890.6 304.4 -0.6 37781.1 39326.6 1.000 1.000 19094.5 83750.0

271 18890.6 86.3 0.6 37781.1 39326.6 1.000 1.000 18948.4 83750.0

271 18890.6 86.3 -0.6 37781.1 39326.6 1.000 1.000 18948.4 83750.0

272 18890.6 79.8 0.6 37781.1 39326.6 1.000 1.000 18944.0 83750.0

272 18890.6 79.8 -0.6 37781.1 39326.6 1.000 1.000 18944.0 83750.0

273 18890.6 747.9 0.6 37781.1 39326.6 1.000 1.000 19391.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

273 18890.6 747.9 -0.6 37781.1 39326.6 1.000 1.000 19391.6 83750.0

274 18890.6 1854.4 0.6 37781.1 39326.6 1.000 1.000 20133.0 83750.0

274 18890.6 1854.4 -0.6 37781.1 39326.6 1.000 1.000 20133.0 83750.0

277 18890.6 2334.2 0.6 37781.1 39326.6 1.000 1.000 20454.5 83750.0

277 18890.6 2334.2 -0.6 37781.1 39326.6 1.000 1.000 20454.5 83750.0

281 18890.6 1629.3 0.6 37781.1 39326.6 1.000 1.000 19982.2 83750.0

281 18890.6 4177.6 -0.6 46546.6 39326.6 2.564 2.938 21689.6 83750.0

282 18890.6 7691.9 0.5 53113.5 39326.6 2.564 2.938 24044.1 83750.0

282 18890.6 7691.9 -0.5 53113.5 39326.6 2.564 2.938 24044.1 83750.0

275 18890.6 1926.6 0.3 42340.3 39326.6 2.564 2.938 20181.4 83750.0

275 18890.6 751.4 -0.3 37781.1 39326.6 1.000 1.000 19394.0 83750.0

278 18890.6 3317.3 0.3 37781.1 39326.6 1.000 1.000 21113.2 83750.0

278 18890.6 3317.3 -0.3 37781.1 39326.6 1.000 1.000 21113.2 83750.0

279 18890.6 1717.9 0.3 37781.1 39326.6 1.000 1.000 20041.6 83750.0

279 18890.6 1717.9 -0.3 37781.1 39326.6 1.000 1.000 20041.6 83750.0283 18890.6 1596.4 0.3 37781.1 39326.6 1.000 1.000 19960.2 83750.0

283 18890.6 1596.4 -0.3 37781.1 39326.6 1.000 1.000 19960.2 83750.0

284 18890.6 3115.0 0.3 37781.1 39326.6 1.000 1.000 20977.6 83750.0

284 18890.6 3115.0 -0.3 37781.1 39326.6 1.000 1.000 20977.6 83750.0

285 18890.6 899.5 0.3 37781.1 39326.6 1.000 1.000 19493.3 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

285 18890.6 2306.4 -0.3 43050.1 39326.6 2.564 2.938 20435.9 83750.0

286 18890.6 7642.0 0.2 53020.3 39326.6 2.564 2.938 24010.7 83750.0

286 18890.6 7642.0 -0.2 53020.3 39326.6 2.564 2.938 24010.7 83750.0

276 18890.6 3747.2 0.1 45742.3 39326.6 2.564 2.938 21401.2 83750.0

276 18890.6 1461.5 -0.1 37781.1 39326.6 1.000 1.000 19869.7 83750.0

287 18890.6 2511.0 0.1 37781.1 39326.6 1.000 1.000 20572.9 83750.0

287 18890.6 2511.0 -0.1 37781.1 39326.6 1.000 1.000 20572.9 83750.0288 18890.6 1934.6 0.1 37781.1 39326.6 1.000 1.000 20186.8 83750.0

288 18890.6 1934.6 -0.1 37781.1 39326.6 1.000 1.000 20186.8 83750.0

289 18890.6 762.3 0.1 37781.1 39326.6 1.000 1.000 19401.3 83750.0

289 18890.6 762.3 -0.1 37781.1 39326.6 1.000 1.000 19401.3 83750.0

291 18890.6 79.5 0.1 37781.1 39326.6 1.000 1.000 18943.9 83750.0

291 18890.6 79.5 -0.1 37781.1 39326.6 1.000 1.000 18943.9 83750.0

292 18890.6 12.6 0.1 37781.1 39326.6 1.000 1.000 18899.0 83750.0

292 18890.6 12.6 -0.1 37781.1 39326.6 1.000 1.000 18899.0 83750.0

293 18890.6 5.6 0.1 37781.1 39326.6 1.000 1.000 18894.3 83750.0

293 18890.6 5.6 -0.1 37781.1 39326.6 1.000 1.000 18894.3 83750.0

280 18890.6 15.2 0.1 37781.1 39326.6 2.300 2.300 18900.8 83750.0

280 18890.6 88.6 -0.4 37781.1 39326.6 1.000 1.000 18949.9 83750.0

294 18890.6 73.3 0.4 37781.1 39326.6 1.000 1.000 18939.7 83750.0

294 18890.6 73.3 -0.4 37781.1 39326.6 1.000 1.000 18939.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

295 18890.6 14.8 0.4 37781.1 39326.6 1.000 1.000 18900.5 83750.0

295 18890.6 14.8 -0.4 37781.1 39326.6 1.000 1.000 18900.5 83750.0

296 18890.6 25.1 0.4 37781.1 39326.6 1.000 1.000 18907.4 83750.0

296 18890.6 25.1 -0.4 37781.1 39326.6 1.000 1.000 18907.4 83750.0

297 18890.6 23.3 0.4 37781.1 39326.6 1.000 1.000 18906.2 83750.0

297 18890.6 23.3 -0.4 37781.1 39326.6 1.000 1.000 18906.2 83750.0

298 18890.6 13.0 0.4 37781.1 39326.6 1.000 1.000 18899.3 83750.0

298 18890.6 13.0 -0.4 37781.1 39326.6 1.000 1.000 18899.3 83750.0

290 18890.6 48.6 0.4 37781.1 39326.6 1.000 1.000 18923.1 83750.0

290 18890.6 48.6 -0.4 37781.1 39326.6 1.000 1.000 18923.1 83750.0

300 18890.6 199.4 0.4 37781.1 39326.6 1.000 1.000 19024.1 83750.0

320 18890.6 199.4 -0.4 37781.1 39326.6 1.000 1.000 19024.1 83750.0

330 18890.6 48.5 0.4 37781.1 39326.6 1.000 1.000 18923.1 83750.0

330 18890.6 48.5 -0.4 37781.1 39326.6 1.000 1.000 18923.1 83750.0

331 18890.6 23.0 0.4 37781.1 39326.6 1.000 1.000 18906.0 83750.0

331 18890.6 23.0 -0.4 37781.1 39326.6 1.000 1.000 18906.0 83750.0

332 18890.6 24.9 0.4 37781.1 39326.6 1.000 1.000 18907.2 83750.0

332 18890.6 24.9 -0.4 37781.1 39326.6 1.000 1.000 18907.2 83750.0

333 18890.6 11.8 0.4 37781.1 39326.6 1.000 1.000 18898.5 83750.0

333 18890.6 11.8 -0.4 37781.1 39326.6 1.000 1.000 18898.5 83750.0

334 18890.6 1.2 0.4 37781.1 39326.6 1.000 1.000 18891.4 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

334 18890.6 1.2 -0.4 37781.1 39326.6 1.000 1.000 18891.4 83750.0

335 18890.6 2.3 0.4 37781.1 39326.6 1.000 1.000 18892.1 83750.0

335 18890.6 2.3 -0.4 37781.1 39326.6 1.000 1.000 18892.1 83750.0

336 18890.6 6.3 0.4 37781.1 39326.6 1.000 1.000 18894.8 83750.0

336 18890.6 6.3 -0.4 37781.1 39326.6 1.000 1.000 18894.8 83750.0

337 18890.6 23.1 0.4 37781.1 39326.6 1.000 1.000 18906.0 83750.0

337 18890.6 23.1 -0.4 37781.1 39326.6 1.000 1.000 18906.0 83750.0

338 18890.6 133.1 0.4 37781.1 39326.6 1.000 1.000 18979.7 83750.0

338 18890.6 133.1 -0.4 37781.1 39326.6 1.000 1.000 18979.7 83750.0

339 18890.6 1072.2 0.4 37781.1 39326.6 1.000 1.000 19608.9 83750.0

339 18890.6 1072.2 -0.4 37781.1 39326.6 1.000 1.000 19608.9 83750.0

341 18890.6 2967.8 0.4 37781.1 39326.6 1.000 1.000 20879.0 83750.0

341 18890.6 2967.8 -0.4 37781.1 39326.6 1.000 1.000 20879.0 83750.0

342 18890.6 4308.0 0.4 37781.1 39326.6 1.000 1.000 21776.9 83750.0

342 18890.6 4308.0 -0.4 37781.1 39326.6 1.000 1.000 21776.9 83750.0343 18890.6 782.1 0.4 37781.1 39326.6 1.000 1.000 19414.6 83750.0

343 18890.6 1665.5 -0.4 41659.1 39326.6 2.129 2.440 20006.4 83750.0

344 18890.6 9015.4 0.2 55739.8 39326.6 2.129 2.440 24930.9 83750.0

344 18890.6 9015.4 -0.2 55739.8 39326.6 2.129 2.440 24930.9 83750.0

340 18890.6 1816.9 0.0 41949.1 39326.6 2.129 2.440 20107.9 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

340 18890.6 853.2 -0.0 37781.1 39326.6 1.000 1.000 19462.2 83750.0

345 18890.6 4257.3 0.0 37781.1 39326.6 1.000 1.000 21743.0 83750.0

345 18890.6 4257.3 -0.0 37781.1 39326.6 1.000 1.000 21743.0 83750.0

346 18890.6 2949.3 0.0 37781.1 39326.6 1.000 1.000 20866.6 83750.0

346 18890.6 2949.3 -0.0 37781.1 39326.6 1.000 1.000 20866.6 83750.0

347 18890.6 1070.6 0.0 37781.1 39326.6 1.000 1.000 19607.8 83750.0

347 18890.6 1070.6 -0.0 37781.1 39326.6 1.000 1.000 19607.8 83750.0348 18890.6 132.1 0.0 37781.1 39326.6 1.000 1.000 18979.1 83750.0

348 18890.6 132.1 -0.0 37781.1 39326.6 1.000 1.000 18979.1 83750.0

349 18890.6 23.9 0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.0

349 18890.6 23.9 -0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.0

351 18890.6 5.1 0.0 37781.1 39326.6 1.000 1.000 18894.0 83750.0

351 18890.6 5.1 -0.0 37781.1 39326.6 1.000 1.000 18894.0 83750.0

352 18890.6 0.8 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0

352 18890.6 0.8 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0

353 18890.6 0.1 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

353 18890.6 0.1 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

354 18890.6 1.1 0.0 37781.1 39326.6 1.000 1.000 18891.3 83750.0

354 18890.6 1.1 -0.0 37781.1 39326.6 1.000 1.000 18891.3 83750.0

355 18890.6 4.4 0.0 37781.1 39326.6 1.000 1.000 18893.5 83750.0

355 18890.6 4.4 -0.0 37781.1 39326.6 1.000 1.000 18893.5 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

350 18890.6 38.3 0.0 37781.1 39326.6 2.300 2.300 18916.2 83750.0

350 18890.6 17.9 -0.0 37781.1 39326.6 1.000 1.000 18902.6 83750.0

356 18890.6 5.1 0.0 37781.1 39326.6 1.000 1.000 18894.0 83750.0

356 18890.6 5.1 -0.0 37781.1 39326.6 1.000 1.000 18894.0 83750.0

357 18890.6 2.7 0.0 37781.1 39326.6 1.000 1.000 18892.3 83750.0

357 18890.6 2.7 -0.0 37781.1 39326.6 1.000 1.000 18892.3 83750.0

358 18890.6 5.7 0.0 37781.1 39326.6 1.000 1.000 18894.4 83750.0

358 18890.6 5.7 -0.0 37781.1 39326.6 1.000 1.000 18894.4 83750.0

359 18890.6 24.2 0.0 37781.1 39326.6 1.000 1.000 18906.8 83750.0

359 18890.6 24.2 -0.0 37781.1 39326.6 1.000 1.000 18906.8 83750.0

361 18890.6 133.1 0.0 37781.1 39326.6 1.000 1.000 18979.8 83750.0

361 18890.6 133.1 -0.0 37781.1 39326.6 1.000 1.000 18979.8 83750.0

362 18890.6 1073.6 0.0 37781.1 39326.6 1.000 1.000 19609.9 83750.0

362 18890.6 1073.6 -0.0 37781.1 39326.6 1.000 1.000 19609.9 83750.0

363 18890.6 2964.1 0.0 37781.1 39326.6 1.000 1.000 20876.5 83750.0

363 18890.6 2964.1 -0.0 37781.1 39326.6 1.000 1.000 20876.5 83750.0

364 18890.6 4289.3 0.0 37781.1 39326.6 1.000 1.000 21764.4 83750.0

364 18890.6 4289.3 -0.0 37781.1 39326.6 1.000 1.000 21764.4 83750.0

365 18890.6 823.9 0.0 37781.1 39326.6 1.000 1.000 19442.6 83750.0

365 18890.6 1754.5 -0.0 41829.6 39326.6 2.129 2.440 20066.0 83750.0

366 18890.6 9035.1 0.0 55777.5 39326.6 2.129 2.440 24944.1 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

366 18890.6 9035.1 -0.0 55777.5 39326.6 2.129 2.440 24944.1 83750.0

360 18890.6 1736.4 -0.0 41794.9 39326.6 2.129 2.440 20053.9 83750.0

360 18890.6 815.4 0.0 37781.1 39326.6 1.000 1.000 19436.9 83750.0

367 18890.6 4295.3 -0.0 37781.1 39326.6 1.000 1.000 21768.4 83750.0

367 18890.6 4295.3 0.0 37781.1 39326.6 1.000 1.000 21768.4 83750.0

368 18890.6 2966.3 -0.0 37781.1 39326.6 1.000 1.000 20878.0 83750.0

368 18890.6 2966.3 0.0 37781.1 39326.6 1.000 1.000 20878.0 83750.0

369 18890.6 1073.8 -0.0 37781.1 39326.6 1.000 1.000 19610.0 83750.0

369 18890.6 1073.8 0.0 37781.1 39326.6 1.000 1.000 19610.0 83750.0

371 18890.6 133.2 -0.0 37781.1 39326.6 1.000 1.000 18979.8 83750.0

371 18890.6 133.2 0.0 37781.1 39326.6 1.000 1.000 18979.8 83750.0

372 18890.6 24.1 -0.0 37781.1 39326.6 1.000 1.000 18906.7 83750.0

372 18890.6 24.1 0.0 37781.1 39326.6 1.000 1.000 18906.7 83750.0

373 18890.6 5.1 -0.0 37781.1 39326.6 1.000 1.000 18894.0 83750.0

373 18890.6 5.1 0.0 37781.1 39326.6 1.000 1.000 18894.0 83750.0374 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0

374 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0

375 18890.6 0.1 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

375 18890.6 0.1 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

376 18890.6 0.7 -0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

376 18890.6 0.7 0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0

377 18890.6 3.3 -0.0 37781.1 39326.6 1.000 1.000 18892.8 83750.0

377 18890.6 3.3 0.0 37781.1 39326.6 1.000 1.000 18892.8 83750.0

370 18890.6 28.7 -0.0 37781.1 39326.6 2.300 2.300 18909.8 83750.0

370 18890.6 7.6 -0.1 37781.1 39326.6 1.000 1.000 18895.6 83750.0

378 18890.6 2.1 0.1 37781.1 39326.6 1.000 1.000 18892.0 83750.0

378 18890.6 2.1 -0.1 37781.1 39326.6 1.000 1.000 18892.0 83750.0379 18890.6 0.4 0.1 37781.1 39326.6 1.000 1.000 18890.8 83750.0

379 18890.6 0.4 -0.1 37781.1 39326.6 1.000 1.000 18890.8 83750.0

381 18890.6 0.5 0.1 37781.1 39326.6 1.000 1.000 18890.9 83750.0

381 18890.6 0.5 -0.1 37781.1 39326.6 1.000 1.000 18890.9 83750.0

382 18890.6 3.8 0.1 37781.1 39326.6 1.000 1.000 18893.1 83750.0

382 18890.6 3.8 -0.1 37781.1 39326.6 1.000 1.000 18893.1 83750.0

389 18890.6 17.9 0.1 37781.1 39326.6 1.000 1.000 18902.6 83750.0

389 18890.6 17.9 -0.1 37781.1 39326.6 1.000 1.000 18902.6 83750.0

391 18890.6 99.4 0.1 37781.1 39326.6 1.000 1.000 18957.2 83750.0

391 18890.6 99.4 -0.1 37781.1 39326.6 1.000 1.000 18957.2 83750.0

392 18890.6 821.0 0.1 37781.1 39326.6 1.000 1.000 19440.6 83750.0

392 18890.6 821.0 -0.1 37781.1 39326.6 1.000 1.000 19440.6 83750.0

393 18890.6 2238.9 0.1 37781.1 39326.6 1.000 1.000 20390.6 83750.0

393 18890.6 2238.9 -0.1 37781.1 39326.6 1.000 1.000 20390.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

394 18890.6 3192.8 0.1 37781.1 39326.6 1.000 1.000 21029.7 83750.0

394 18890.6 3192.8 -0.1 37781.1 39326.6 1.000 1.000 21029.7 83750.0

395 18890.6 772.7 0.1 37781.1 39326.6 1.000 1.000 19408.3 83750.0

395 18890.6 1981.3 -0.1 42442.5 39326.6 2.564 2.938 20218.0 83750.0

396 18890.6 4156.4 -0.6 46507.0 39326.6 2.564 2.938 21675.3 83750.0

396 18890.6 4156.4 0.6 46507.0 39326.6 2.564 2.938 21675.3 83750.0

380 18890.6 6399.5 1.6 50698.5 39326.6 2.564 2.938 23178.2 83750.0

380 18890.6 2495.9 -1.6 37781.1 39326.6 1.000 1.000 20562.8 83750.0

383 18890.6 5505.4 1.6 37781.1 39326.6 1.000 1.000 22579.2 83750.0

383 18890.6 5505.4 -1.6 37781.1 39326.6 1.000 1.000 22579.2 83750.0

384 18890.6 3041.8 1.6 37781.1 39326.6 1.000 1.000 20928.6 83750.0

384 18890.6 3041.8 -1.6 37781.1 39326.6 1.000 1.000 20928.6 83750.0

397 18890.6 798.1 1.6 37781.1 39326.6 1.000 1.000 19425.3 83750.0

397 18890.6 798.1 -1.6 37781.1 39326.6 1.000 1.000 19425.3 83750.0

398 18890.6 722.7 1.6 37781.1 39326.6 1.000 1.000 19374.7 83750.0

398 18890.6 722.7 -1.6 37781.1 39326.6 1.000 1.000 19374.7 83750.0

399 18890.6 2126.5 1.6 37781.1 39326.6 1.000 1.000 20315.3 83750.0

399 18890.6 2126.5 -1.6 37781.1 39326.6 1.000 1.000 20315.3 83750.0

401 18890.6 3191.0 1.6 37781.1 39326.6 1.000 1.000 21028.5 83750.0

401 18890.6 3191.0 -1.6 37781.1 39326.6 1.000 1.000 21028.5 83750.0

402 18890.6 337.9 1.6 37781.1 39326.6 1.000 1.000 19117.0 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

402 18890.6 866.6 -1.6 40359.1 39326.6 2.564 2.938 19471.2 83750.0

403 18890.6 6436.1 0.5 50766.9 39326.6 2.564 2.938 23202.7 83750.0

403 18890.6 6436.1 -0.5 50766.9 39326.6 2.564 2.938 23202.7 83750.0

385 18890.6 4188.3 0.6 46566.7 39326.6 2.564 2.938 21696.8 83750.0

385 18890.6 1633.5 -0.6 37781.1 39326.6 1.000 1.000 19985.0 83750.0

387 18890.6 1634.4 0.6 37781.1 39326.6 1.000 1.000 19985.6 83750.0

387 18890.6 1634.4 -0.6 37781.1 39326.6 1.000 1.000 19985.6 83750.0

388 18890.6 934.5 0.6 37781.1 39326.6 1.000 1.000 19516.7 83750.0

388 18890.6 934.5 -0.6 37781.1 39326.6 1.000 1.000 19516.7 83750.0

404 18890.6 2200.2 0.6 37781.1 39326.6 1.000 1.000 20364.7 83750.0

404 18890.6 2200.2 -0.6 37781.1 39326.6 1.000 1.000 20364.7 83750.0

405 18890.6 3859.3 0.6 37781.1 39326.6 1.000 1.000 21476.3 83750.0

405 18890.6 3859.3 -0.6 37781.1 39326.6 1.000 1.000 21476.3 83750.0

406 18890.6 14.6 0.6 37781.1 39326.6 1.000 1.000 18900.3 83750.0

406 18890.6 37.4 -0.6 38810.0 39326.6 2.564 2.938 18915.6 83750.0407 18890.6 6991.7 0.4 51805.2 39326.6 2.564 2.938 23575.0 83750.0

407 18890.6 6991.7 -0.4 51805.2 39326.6 2.564 2.938 23575.0 83750.0

386 18890.6 5643.9 0.2 49286.6 39326.6 2.564 2.938 22672.0 83750.0

386 18890.6 2201.2 -0.2 37781.1 39326.6 1.000 1.000 20365.4 83750.0

408 18890.6 1236.4 0.2 37781.1 39326.6 1.000 1.000 19719.0 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

408 18890.6 1236.4 -0.2 37781.1 39326.6 1.000 1.000 19719.0 83750.0

409 18890.6 1254.7 0.2 37781.1 39326.6 1.000 1.000 19731.2 83750.0

409 18890.6 1254.7 -0.2 37781.1 39326.6 1.000 1.000 19731.2 83750.0

411 18890.6 578.3 0.2 37781.1 39326.6 1.000 1.000 19278.0 83750.0

411 18890.6 578.3 -0.2 37781.1 39326.6 1.000 1.000 19278.0 83750.0

412 18890.6 43.2 0.2 37781.1 39326.6 1.000 1.000 18919.5 83750.0

412 18890.6 43.2 -0.2 37781.1 39326.6 1.000 1.000 18919.5 83750.0413 18890.6 11.3 0.2 37781.1 39326.6 1.000 1.000 18898.1 83750.0

413 18890.6 11.3 -0.2 37781.1 39326.6 1.000 1.000 18898.1 83750.0

414 18890.6 4.0 0.2 37781.1 39326.6 1.000 1.000 18893.2 83750.0

414 18890.6 4.0 -0.2 37781.1 39326.6 1.000 1.000 18893.2 83750.0

415 18890.6 12.4 0.2 37781.1 39326.6 1.000 1.000 18898.9 83750.0

415 18890.6 12.4 -0.2 37781.1 39326.6 1.000 1.000 18898.9 83750.0

416 18890.6 24.7 0.2 37781.1 39326.6 1.000 1.000 18907.1 83750.0

416 18890.6 24.7 -0.2 37781.1 39326.6 1.000 1.000 18907.1 83750.0

417 18890.6 22.9 0.2 37781.1 39326.6 1.000 1.000 18905.9 83750.0

417 18890.6 22.9 -0.2 37781.1 39326.6 1.000 1.000 18905.9 83750.0

418 18890.6 13.2 0.2 37781.1 39326.6 1.000 1.000 18899.4 83750.0

418 18890.6 13.2 -0.2 37781.1 39326.6 1.000 1.000 18899.4 83750.0

390 18890.6 48.7 0.2 37781.1 39326.6 1.000 1.000 18923.2 83750.0

390 18890.6 48.7 -0.2 37781.1 39326.6 1.000 1.000 18923.2 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

400 18890.6 199.5 0.2 37781.1 39326.6 1.000 1.000 19024.2 83750.0

420 18890.6 199.6 -0.2 37781.1 39326.6 1.000 1.000 19024.3 83750.0

430 18890.6 50.9 0.2 37781.1 39326.6 1.000 1.000 18924.7 83750.0

430 18890.6 50.9 -0.2 37781.1 39326.6 1.000 1.000 18924.7 83750.0

431 18890.6 90.1 0.2 37781.1 39326.6 1.000 1.000 18951.0 83750.0

431 18890.6 90.1 -0.2 37781.1 39326.6 1.000 1.000 18951.0 83750.0

432 18890.6 223.8 0.2 37781.1 39326.6 1.000 1.000 19040.5 83750.0

432 18890.6 223.8 -0.2 37781.1 39326.6 1.000 1.000 19040.5 83750.0

433 18890.6 286.6 0.2 37781.1 39326.6 1.000 1.000 19082.6 83750.0

433 18890.6 286.6 -0.2 37781.1 39326.6 1.000 1.000 19082.6 83750.0

434 18890.6 2389.4 0.2 37781.1 39326.6 1.000 1.000 20491.4 83750.0

434 18890.6 2389.4 -0.2 37781.1 39326.6 1.000 1.000 20491.4 83750.0

440 18890.6 11115.8 0.2 37781.1 39326.6 2.300 2.300 26338.2 83750.0

440 18890.6 4950.7 -0.0 37781.1 39326.6 1.000 1.000 22207.5 83750.0

441 18890.6 2464.6 0.0 37781.1 39326.6 1.000 1.000 20541.9 83750.0

441 18890.6 2464.6 -0.0 37781.1 39326.6 1.000 1.000 20541.9 83750.0

442 18890.6 1570.7 0.0 37781.1 39326.6 1.000 1.000 19942.9 83750.0

442 18890.6 1570.7 -0.0 37781.1 39326.6 1.000 1.000 19942.9 83750.0

443 18890.6 508.5 0.0 37781.1 39326.6 1.000 1.000 19231.3 83750.0

443 18890.6 508.5 -0.0 37781.1 39326.6 1.000 1.000 19231.3 83750.0

444 18890.6 304.6 0.0 37781.1 39326.6 1.000 1.000 19094.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

492 18890.6 0.2 -0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0

493 18890.6 0.4 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0

493 18890.6 0.4 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0

494 18890.6 2.9 0.0 37781.1 39326.6 1.000 1.000 18892.5 83750.0

494 18890.6 2.9 -0.0 37781.1 39326.6 1.000 1.000 18892.5 83750.0

495 18890.6 13.6 0.0 37781.1 39326.6 1.000 1.000 18899.7 83750.0

495 18890.6 13.6 -0.0 37781.1 39326.6 1.000 1.000 18899.7 83750.0496 18890.6 76.1 0.0 37781.1 39326.6 1.000 1.000 18941.5 83750.0

496 18890.6 76.1 -0.0 37781.1 39326.6 1.000 1.000 18941.5 83750.0

497 18890.6 760.6 0.0 37781.1 39326.6 1.000 1.000 19400.2 83750.0

497 18890.6 760.6 -0.0 37781.1 39326.6 1.000 1.000 19400.2 83750.0

501 18890.6 1879.9 0.0 37781.1 39326.6 1.000 1.000 20150.1 83750.0

501 18890.6 1879.9 -0.0 37781.1 39326.6 1.000 1.000 20150.1 83750.0

502 18890.6 2345.8 0.0 37781.1 39326.6 1.000 1.000 20462.2 83750.0

502 18890.6 2345.8 -0.0 37781.1 39326.6 1.000 1.000 20462.2 83750.0

503 18890.6 1721.7 0.0 37781.1 39326.6 1.000 1.000 20044.1 83750.0

503 18890.6 4414.3 -0.0 46989.0 39326.6 2.564 2.938 21848.2 83750.0

504 18890.6 7918.4 0.0 53536.8 39326.6 2.564 2.938 24195.9 83750.0

504 18890.6 7918.4 -0.0 53536.8 39326.6 2.564 2.938 24195.9 83750.0

485 18890.6 1877.7 0.0 42249.0 39326.6 2.564 2.938 20148.6 83750.0

485 18890.6 732.3 -0.0 37781.1 39326.6 1.000 1.000 19381.2 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

487 18890.6 3508.4 0.0 37781.1 39326.6 1.000 1.000 21241.2 83750.0

487 18890.6 3508.4 -0.0 37781.1 39326.6 1.000 1.000 21241.2 83750.0

488 18890.6 1980.0 0.0 37781.1 39326.6 1.000 1.000 20217.2 83750.0

488 18890.6 1980.0 -0.0 37781.1 39326.6 1.000 1.000 20217.2 83750.0

505 18890.6 1829.1 0.0 37781.1 39326.6 1.000 1.000 20116.1 83750.0

505 18890.6 1829.1 -0.0 37781.1 39326.6 1.000 1.000 20116.1 83750.0

506 18890.6 3243.2 0.0 37781.1 39326.6 1.000 1.000 21063.5 83750.0

506 18890.6 3243.2 -0.0 37781.1 39326.6 1.000 1.000 21063.5 83750.0

507 18890.6 928.7 0.0 37781.1 39326.6 1.000 1.000 19512.8 83750.0

507 18890.6 2381.2 -0.0 43189.8 39326.6 2.564 2.938 20486.0 83750.0

508 18890.6 7853.0 0.0 53414.6 39326.6 2.564 2.938 24152.1 83750.0

508 18890.6 7853.0 -0.0 53414.6 39326.6 2.564 2.938 24152.1 83750.0

486 18890.6 3844.7 0.0 45924.6 39326.6 2.564 2.938 21466.5 83750.0

486 18890.6 1499.5 -0.0 37781.1 39326.6 1.000 1.000 19895.2 83750.0

509 18890.6 2579.8 0.0 37781.1 39326.6 1.000 1.000 20619.0 83750.0

509 18890.6 2579.8 -0.0 37781.1 39326.6 1.000 1.000 20619.0 83750.0

511 18890.6 1987.3 0.0 37781.1 39326.6 1.000 1.000 20222.0 83750.0

511 18890.6 1987.3 -0.0 37781.1 39326.6 1.000 1.000 20222.0 83750.0

512 18890.6 782.6 0.0 37781.1 39326.6 1.000 1.000 19414.9 83750.0

512 18890.6 782.6 -0.0 37781.1 39326.6 1.000 1.000 19414.9 83750.0

513 18890.6 83.7 0.0 37781.1 39326.6 1.000 1.000 18946.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

513 18890.6 83.7 -0.0 37781.1 39326.6 1.000 1.000 18946.6 83750.0

514 18890.6 17.5 0.0 37781.1 39326.6 1.000 1.000 18902.3 83750.0

514 18890.6 17.5 -0.0 37781.1 39326.6 1.000 1.000 18902.3 83750.0

515 18890.6 4.7 0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0

515 18890.6 4.7 -0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0

516 18890.6 2.2 0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0

516 18890.6 2.2 -0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0

490 18890.6 1.9 0.0 37781.1 39326.6 2.300 2.300 18891.8 83750.0

490 18890.6 20.8 0.2 37781.1 39326.6 1.000 1.000 18904.5 83750.0

498 18890.6 16.8 -0.2 37781.1 39326.6 1.000 1.000 18901.8 83750.0

498 18890.6 16.8 0.2 37781.1 39326.6 1.000 1.000 18901.8 83750.0

499 18890.6 28.2 -0.2 37781.1 39326.6 1.000 1.000 18909.5 83750.0

499 18890.6 28.2 0.2 37781.1 39326.6 1.000 1.000 18909.5 83750.0

517 18890.6 137.3 -0.2 37781.1 39326.6 1.000 1.000 18982.5 83750.0

517 18890.6 137.3 0.2 37781.1 39326.6 1.000 1.000 18982.5 83750.0518 18890.6 1063.2 -0.2 37781.1 39326.6 1.000 1.000 19602.9 83750.0

518 18890.6 1063.2 0.2 37781.1 39326.6 1.000 1.000 19602.9 83750.0

519 18890.6 2984.5 -0.2 37781.1 39326.6 1.000 1.000 20890.2 83750.0

519 18890.6 2984.5 0.2 37781.1 39326.6 1.000 1.000 20890.2 83750.0

521 18890.6 4401.5 -0.2 37781.1 39326.6 1.000 1.000 21839.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

521 18890.6 4401.5 0.2 37781.1 39326.6 1.000 1.000 21839.6 83750.0

522 18890.6 564.3 -0.2 37781.1 39326.6 1.000 1.000 19268.6 83750.0

522 18890.6 1201.6 0.2 40770.4 39326.6 2.129 2.440 19695.6 83750.0

523 18890.6 8903.7 -0.1 55525.8 39326.6 2.129 2.440 24856.0 83750.0

523 18890.6 8903.7 0.1 55525.8 39326.6 2.129 2.440 24856.0 83750.0

500 18890.6 2235.9 -0.0 42751.9 39326.6 2.129 2.440 20388.6 83750.0

500 18890.6 1050.0 0.0 37781.1 39326.6 1.000 1.000 19594.0 83750.0524 18890.6 4056.2 -0.0 37781.1 39326.6 1.000 1.000 21608.2 83750.0

524 18890.6 4056.2 0.0 37781.1 39326.6 1.000 1.000 21608.2 83750.0

525 18890.6 2858.2 -0.0 37781.1 39326.6 1.000 1.000 20805.6 83750.0

525 18890.6 2858.2 0.0 37781.1 39326.6 1.000 1.000 20805.6 83750.0

526 18890.6 1052.3 -0.0 37781.1 39326.6 1.000 1.000 19595.6 83750.0

526 18890.6 1052.3 0.0 37781.1 39326.6 1.000 1.000 19595.6 83750.0

527 18890.6 126.0 -0.0 37781.1 39326.6 1.000 1.000 18975.0 83750.0

527 18890.6 126.0 0.0 37781.1 39326.6 1.000 1.000 18975.0 83750.0

528 18890.6 21.5 -0.0 37781.1 39326.6 1.000 1.000 18905.0 83750.0

528 18890.6 21.5 0.0 37781.1 39326.6 1.000 1.000 18905.0 83750.0

529 18890.6 5.8 -0.0 37781.1 39326.6 1.000 1.000 18894.5 83750.0

529 18890.6 5.8 0.0 37781.1 39326.6 1.000 1.000 18894.5 83750.0

510 18890.6 1.9 -0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0

510 18890.6 1.9 0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

531 18890.6 0.5 -0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0

531 18890.6 0.5 0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0

532 18890.6 0.2 -0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0

532 18890.6 0.2 0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0

533 18890.6 0.8 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0

533 18890.6 0.8 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0

534 18890.6 11.8 -0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0

534 18890.6 11.8 0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0

535 18890.6 24.9 -0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0

535 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0

536 18890.6 23.1 -0.0 37781.1 39326.6 1.000 1.000 18906.1 83750.0

536 18890.6 23.1 0.0 37781.1 39326.6 1.000 1.000 18906.1 83750.0

537 18890.6 13.0 -0.0 37781.1 39326.6 1.000 1.000 18899.3 83750.0

537 18890.6 13.0 0.0 37781.1 39326.6 1.000 1.000 18899.3 83750.0

520 18890.6 48.6 -0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0

520 18890.6 48.6 0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0

530 18890.6 199.4 -0.0 37781.1 39326.6 1.000 1.000 19024.2 83750.0

550 18890.6 199.6 0.0 37781.1 39326.6 1.000 1.000 19024.3 83750.0

560 18890.6 55.5 -0.0 37781.1 39326.6 1.000 1.000 18927.8 83750.0

560 18890.6 55.5 0.0 37781.1 39326.6 1.000 1.000 18927.8 83750.0

561 18890.6 101.6 -0.0 37781.1 39326.6 1.000 1.000 18958.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

561 18890.6 101.6 0.0 37781.1 39326.6 1.000 1.000 18958.6 83750.0

562 18890.6 92.8 -0.0 37781.1 39326.6 1.000 1.000 18952.7 83750.0

562 18890.6 92.8 0.0 37781.1 39326.6 1.000 1.000 18952.7 83750.0

563 18890.6 223.2 -0.0 37781.1 39326.6 1.000 1.000 19040.1 83750.0

563 18890.6 223.2 0.0 37781.1 39326.6 1.000 1.000 19040.1 83750.0

564 18890.6 2978.7 -0.0 37781.1 39326.6 1.000 1.000 20886.3 83750.0

564 18890.6 2978.7 0.0 37781.1 39326.6 1.000 1.000 20886.3 83750.0

569 18890.6 1587.9 -0.0 37781.1 39326.6 1.000 1.000 19954.5 83750.0

569 18890.6 1587.9 0.0 37781.1 39326.6 1.000 1.000 19954.5 83750.0

570 18890.6 14155.3 -0.0 37781.1 39526.2 2.300 2.300 28374.6 83750.0

570 18890.6 5.4 -0.0 37781.1 39326.6 1.000 1.000 18894.2 83750.0

571 18890.6 1.4 0.0 37781.1 39326.6 1.000 1.000 18891.5 83750.0

571 18890.6 1.4 -0.0 37781.1 39326.6 1.000 1.000 18891.5 83750.0

572 18890.6 0.5 0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0

572 18890.6 0.5 -0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0573 18890.6 0.4 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0

573 18890.6 0.4 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0

574 18890.6 1.2 0.0 37781.1 39326.6 1.000 1.000 18891.4 83750.0

574 18890.6 1.2 -0.0 37781.1 39326.6 1.000 1.000 18891.4 83750.0

580 18890.6 10.6 0.0 37781.1 39326.6 2.300 2.300 18897.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

839 18890.6 108.2 0.0 37781.1 39326.6 1.000 1.000 18963.1 83750.0

841 18890.6 730.0 -0.0 37781.1 39326.6 1.000 1.000 19379.7 83750.0

841 18890.6 730.0 0.0 37781.1 39326.6 1.000 1.000 19379.7 83750.0

842 18890.6 1869.2 -0.0 37781.1 39326.6 1.000 1.000 20143.0 83750.0

842 18890.6 1869.2 0.0 37781.1 39326.6 1.000 1.000 20143.0 83750.0

843 18890.6 2405.3 -0.0 37781.1 39326.6 1.000 1.000 20502.1 83750.0

843 18890.6 2405.3 0.0 37781.1 39326.6 1.000 1.000 20502.1 83750.0844 18890.6 1496.7 -0.0 37781.1 39326.6 1.000 1.000 19893.3 83750.0

844 18890.6 3837.4 0.0 45911.0 39326.6 2.564 2.938 21461.6 83750.0

845 18890.6 7531.1 -0.1 52813.1 39326.6 2.564 2.938 23936.4 83750.0

845 18890.6 7531.1 0.1 52813.1 39326.6 2.564 2.938 23936.4 83750.0

835 18890.6 2132.3 -0.1 42724.8 39326.6 2.564 2.938 20319.2 83750.0

835 18890.6 831.6 0.1 37781.1 39326.6 1.000 1.000 19447.8 83750.0

837 18890.6 3134.3 -0.1 37781.1 39326.6 1.000 1.000 20990.6 83750.0

837 18890.6 3134.3 0.1 37781.1 39326.6 1.000 1.000 20990.6 83750.0

846 18890.6 1615.6 -0.1 37781.1 39326.6 1.000 1.000 19973.0 83750.0

846 18890.6 1615.6 0.1 37781.1 39326.6 1.000 1.000 19973.0 83750.0

847 18890.6 1630.3 -0.1 37781.1 39326.6 1.000 1.000 19982.9 83750.0

847 18890.6 1630.3 0.1 37781.1 39326.6 1.000 1.000 19982.9 83750.0

848 18890.6 3158.7 -0.1 37781.1 39326.6 1.000 1.000 21006.9 83750.0

848 18890.6 3158.7 0.1 37781.1 39326.6 1.000 1.000 21006.9 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

849 18890.6 814.0 -0.1 37781.1 39326.6 1.000 1.000 19436.0 83750.0

849 18890.6 2087.2 0.1 42640.4 39326.6 2.564 2.938 20289.0 83750.0

850 18890.6 7538.0 -0.2 52826.0 39326.6 2.564 2.938 23941.0 83750.0

850 18890.6 7538.0 0.2 52826.0 39326.6 2.564 2.938 23941.0 83750.0

836 18890.6 3890.6 -0.3 46010.4 39326.6 2.564 2.938 21497.3 83750.0

836 18890.6 1517.4 0.3 37781.1 39326.6 1.000 1.000 19907.2 83750.0

851 18890.6 2384.0 -0.3 37781.1 39326.6 1.000 1.000 20487.8 83750.0

851 18890.6 2384.0 0.3 37781.1 39326.6 1.000 1.000 20487.8 83750.0

852 18890.6 1863.7 -0.3 37781.1 39326.6 1.000 1.000 20139.2 83750.0

852 18890.6 1863.7 0.3 37781.1 39326.6 1.000 1.000 20139.2 83750.0

853 18890.6 742.4 -0.3 37781.1 39326.6 1.000 1.000 19388.0 83750.0

853 18890.6 742.4 0.3 37781.1 39326.6 1.000 1.000 19388.0 83750.0

854 18890.6 76.1 -0.3 37781.1 39326.6 1.000 1.000 18941.5 83750.0

854 18890.6 76.1 0.3 37781.1 39326.6 1.000 1.000 18941.5 83750.0

855 18890.6 22.1 -0.3 37781.1 39326.6 1.000 1.000 18905.4 83750.0

855 18890.6 22.1 0.3 37781.1 39326.6 1.000 1.000 18905.4 83750.0

840 18890.6 19.5 -0.3 37781.1 39326.6 2.300 2.300 18903.6 83750.0

840 18890.6 3.6 -0.0 37781.1 39326.6 1.000 1.000 18893.0 83750.0

856 18890.6 0.5 0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0

856 18890.6 0.5 -0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0

857 18890.6 5.4 0.0 37781.1 39326.6 1.000 1.000 18894.2 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

857 18890.6 5.4 -0.0 37781.1 39326.6 1.000 1.000 18894.2 83750.0

139 18890.6 6.7 0.0 37781.1 39326.6 1.000 1.000 18895.1 83750.0

139 18890.6 6.7 -0.0 37781.1 39326.6 1.000 1.000 18895.1 83750.0

140 18890.6 18.8 0.0 37781.1 39326.6 1.000 1.000 18903.2 83750.0

840 18890.6 4.8 0.6 37781.1 39326.6 1.000 1.000 18893.8 83750.0

900 18890.6 8.1 -0.6 37781.1 39326.6 2.300 2.300 18896.0 83750.0

900 18890.6 1.9 0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0

901 18890.6 0.7 -0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0

901 18890.6 0.7 0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0

902 18890.6 1.8 -0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0

902 18890.6 1.8 0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0

903 18890.6 6.7 -0.0 37781.1 39326.6 1.000 1.000 18895.1 83750.0

903 18890.6 6.7 0.0 37781.1 39326.6 1.000 1.000 18895.1 83750.0

904 18890.6 27.1 -0.0 37781.1 39326.6 1.000 1.000 18908.7 83750.0

904 18890.6 27.1 0.0 37781.1 39326.6 1.000 1.000 18908.7 83750.0910 18890.6 233.5 -0.0 37781.1 39326.6 2.300 2.300 19047.0 83750.0

910 18890.6 1164.5 0.0 37781.1 39326.6 1.000 1.000 19670.8 83750.0

911 18890.6 98.0 -0.0 37781.1 39326.6 1.000 1.000 18956.3 83750.0

911 18890.6 98.0 0.0 37781.1 39326.6 1.000 1.000 18956.3 83750.0

912 18890.6 462.5 -0.0 37781.1 39326.6 1.000 1.000 19200.5 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

912 18890.6 462.5 0.0 37781.1 39326.6 1.000 1.000 19200.5 83750.0

913 18890.6 2827.3 -0.0 37781.1 39326.6 1.000 1.000 20784.9 83750.0

913 18890.6 2827.3 0.0 37781.1 39326.6 1.000 1.000 20784.9 83750.0

914 18890.6 4658.2 -0.0 37781.1 39326.6 1.000 1.000 22011.6 83750.0

914 18890.6 4658.2 0.0 37781.1 39326.6 1.000 1.000 22011.6 83750.0

915 18890.6 270.6 -0.0 37781.1 39326.6 1.000 1.000 19071.9 83750.0

915 18890.6 576.3 0.0 39572.5 39326.6 2.129 2.440 19276.7 83750.0916 18890.6 8281.0 -0.0 54332.9 39326.6 2.129 2.440 24438.8 83750.0

916 18890.6 8281.0 0.0 54332.9 39326.6 2.129 2.440 24438.8 83750.0

920 18890.6 3710.2 -0.0 45576.3 39326.6 2.129 2.440 21376.4 83750.0

920 18890.6 1742.3 0.0 37781.1 39326.6 1.000 1.000 20057.9 83750.0

921 18890.6 3237.5 -0.0 37781.1 39326.6 1.000 1.000 21059.7 83750.0

921 18890.6 3237.5 0.0 37781.1 39326.6 1.000 1.000 21059.7 83750.0

922 18890.6 2465.6 -0.0 37781.1 39326.6 1.000 1.000 20542.5 83750.0

922 18890.6 2465.6 0.0 37781.1 39326.6 1.000 1.000 20542.5 83750.0

923 18890.6 962.2 -0.0 37781.1 39326.6 1.000 1.000 19535.2 83750.0

923 18890.6 962.2 0.0 37781.1 39326.6 1.000 1.000 19535.2 83750.0

924 18890.6 112.0 -0.0 37781.1 39326.6 1.000 1.000 18965.6 83750.0

924 18890.6 112.0 0.0 37781.1 39326.6 1.000 1.000 18965.6 83750.0

925 18890.6 39.8 -0.0 37781.1 39326.6 1.000 1.000 18917.3 83750.0

925 18890.6 39.8 0.0 37781.1 39326.6 1.000 1.000 18917.3 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

926 18890.6 63.3 -0.0 37781.1 39326.6 1.000 1.000 18933.0 83750.0

926 18890.6 63.3 0.0 37781.1 39326.6 1.000 1.000 18933.0 83750.0

930 18890.6 492.3 -0.0 37781.1 39326.6 2.300 2.300 19220.4 83750.0

930 18890.6 52.9 -0.0 37781.1 39326.6 1.000 1.000 18926.0 83750.0

931 18890.6 20.7 0.0 37781.1 39326.6 1.000 1.000 18904.5 83750.0

931 18890.6 20.7 -0.0 37781.1 39326.6 1.000 1.000 18904.5 83750.0

932 18890.6 11.0 0.0 37781.1 39326.6 1.000 1.000 18897.9 83750.0

932 18890.6 11.0 -0.0 37781.1 39326.6 1.000 1.000 18897.9 83750.0

933 18890.6 23.8 0.0 37781.1 39326.6 1.000 1.000 18906.5 83750.0

933 18890.6 23.8 -0.0 37781.1 39326.6 1.000 1.000 18906.5 83750.0

934 18890.6 120.6 0.0 37781.1 39326.6 1.000 1.000 18971.4 83750.0

934 18890.6 120.6 -0.0 37781.1 39326.6 1.000 1.000 18971.4 83750.0

935 18890.6 1028.3 0.0 37781.1 39326.6 1.000 1.000 19579.5 83750.0

935 18890.6 1028.3 -0.0 37781.1 39326.6 1.000 1.000 19579.5 83750.0

936 18890.6 2745.3 0.0 37781.1 39326.6 1.000 1.000 20729.9 83750.0

936 18890.6 2745.3 -0.0 37781.1 39326.6 1.000 1.000 20729.9 83750.0

937 18890.6 3812.9 0.0 37781.1 39326.6 1.000 1.000 21445.2 83750.0

937 18890.6 3812.9 -0.0 37781.1 39326.6 1.000 1.000 21445.2 83750.0

938 18890.6 1274.1 0.0 37781.1 39326.6 1.000 1.000 19744.2 83750.0

938 18890.6 2713.1 -0.0 43666.1 39326.6 2.129 2.440 20708.4 83750.0

939 18890.6 8751.0 -0.0 55233.3 39326.6 2.129 2.440 24753.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

939 18890.6 8751.0 0.0 55233.3 39326.6 2.129 2.440 24753.7 83750.0

940 18890.6 665.9 -0.0 39744.1 39326.6 2.129 2.440 19336.7 83750.0

940 18890.6 312.7 0.0 37781.1 39326.6 1.000 1.000 19100.1 83750.0

941 18890.6 4494.0 -0.0 37781.1 39326.6 1.000 1.000 21901.6 83750.0

941 18890.6 4494.0 0.0 37781.1 39326.6 1.000 1.000 21901.6 83750.0

942 18890.6 2992.1 -0.0 37781.1 39326.6 1.000 1.000 20895.3 83750.0

942 18890.6 2992.1 0.0 37781.1 39326.6 1.000 1.000 20895.3 83750.0

943 18890.6 1057.6 -0.0 37781.1 39326.6 1.000 1.000 19599.1 83750.0

943 18890.6 1057.6 0.0 37781.1 39326.6 1.000 1.000 19599.1 83750.0

944 18890.6 73.0 -0.0 37781.1 39326.6 1.000 1.000 18939.5 83750.0

944 18890.6 73.0 0.0 37781.1 39326.6 1.000 1.000 18939.5 83750.0

945 18890.6 148.5 -0.0 37781.1 39326.6 1.000 1.000 18990.1 83750.0

945 18890.6 148.5 0.0 37781.1 39326.6 1.000 1.000 18990.1 83750.0

950 18890.6 1540.7 -0.0 37781.1 39326.6 2.300 2.300 19922.8 83750.0

950 18890.6 118.5 0.0 37781.1 39326.6 1.000 1.000 18970.0 83750.0951 18890.6 29.6 -0.0 37781.1 39326.6 1.000 1.000 18910.4 83750.0

951 18890.6 29.6 0.0 37781.1 39326.6 1.000 1.000 18910.4 83750.0

960 18890.6 24.2 -0.0 37781.1 39326.6 2.300 2.300 18906.8 83750.0

960 18890.6 4.8 -0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0

961 18890.6 1.8 0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

961 18890.6 1.8 -0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0

962 18890.6 0.6 0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0

962 18890.6 0.6 -0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0

963 18890.6 0.3 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0

963 18890.6 0.3 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0

964 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0

964 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0965 18890.6 11.9 0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0

965 18890.6 11.9 -0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0

966 18890.6 25.4 0.0 37781.1 39326.6 1.000 1.000 18907.6 83750.0

966 18890.6 25.4 -0.0 37781.1 39326.6 1.000 1.000 18907.6 83750.0

967 18890.6 24.4 0.0 37781.1 39326.6 1.000 1.000 18906.9 83750.0

967 18890.6 24.4 -0.0 37781.1 39326.6 1.000 1.000 18906.9 83750.0

969 18890.6 13.6 0.0 37781.1 39326.6 1.000 1.000 18899.7 83750.0

969 18890.6 13.6 -0.0 37781.1 39326.6 1.000 1.000 18899.7 83750.0

970 18890.6 48.6 0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0

970 18890.6 48.6 -0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0

980 18890.6 205.7 0.0 37781.1 39326.6 1.000 1.000 19028.4 83750.0

1000 18890.6 200.0 -0.0 37781.1 39326.6 1.000 1.000 19024.6 83750.0

1010 18890.6 196.3 0.0 37781.1 39326.6 1.000 1.000 19022.1 83750.0

1010 18890.6 196.3 -0.0 37781.1 39326.6 1.000 1.000 19022.1 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1011 18890.6 186.9 0.0 37781.1 39326.6 1.000 1.000 19015.8 83750.0

1011 18890.6 186.9 -0.0 37781.1 39326.6 1.000 1.000 19015.8 83750.0

1012 18890.6 891.8 0.0 37781.1 39326.6 1.000 1.000 19488.0 83750.0

1012 18890.6 891.8 -0.0 37781.1 39326.6 1.000 1.000 19488.0 83750.0

1013 18890.6 1932.6 0.0 37781.1 39326.6 1.000 1.000 20185.4 83750.0

1013 18890.6 1932.6 -0.0 37781.1 39326.6 1.000 1.000 20185.4 83750.0

1014 18890.6 1763.7 0.0 37781.1 39326.6 1.000 1.000 20072.3 83750.0

1014 18890.6 1763.7 -0.0 37781.1 39326.6 1.000 1.000 20072.3 83750.0

82 18890.6 3254.9 0.0 37781.1 39326.6 1.000 1.000 21071.4 83750.0

82 18890.6 3254.9 -0.0 37781.1 39326.6 1.000 1.000 21071.4 83750.0

80 18890.6 8273.4 0.0 37781.1 39326.6 1.000 1.000 24433.7 83750.0

440 18890.6 117.7 -0.1 37781.1 39326.6 1.000 1.000 18969.4 83750.0

446 18890.6 45.6 0.1 37781.1 39326.6 1.000 1.000 18921.1 83750.0

446 18890.6 45.6 -0.1 37781.1 39326.6 1.000 1.000 18921.1 83750.0

447 18890.6 18.7 0.1 37781.1 39326.6 1.000 1.000 18903.1 83750.0

447 18890.6 18.7 -0.1 37781.1 39326.6 1.000 1.000 18903.1 83750.0

448 18890.6 12.0 0.1 37781.1 39326.6 1.000 1.000 18898.6 83750.0

448 18890.6 12.0 -0.1 37781.1 39326.6 1.000 1.000 18898.6 83750.0

449 18890.6 24.9 0.1 37781.1 39326.6 1.000 1.000 18907.2 83750.0

449 18890.6 24.9 -0.1 37781.1 39326.6 1.000 1.000 18907.2 83750.0

451 18890.6 23.0 0.1 37781.1 39326.6 1.000 1.000 18906.0 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

451 18890.6 23.0 -0.1 37781.1 39326.6 1.000 1.000 18906.0 83750.0

1199 18890.6 12.8 0.1 37781.1 39326.6 1.000 1.000 18899.1 83750.0

1199 18890.6 12.8 -0.1 37781.1 39326.6 1.000 1.000 18899.1 83750.0

1200 18890.6 48.5 0.1 37781.1 39326.6 1.000 1.000 18923.1 83750.0

1200 18890.6 48.5 -0.1 37781.1 39326.6 1.000 1.000 18923.1 83750.0

1210 18890.6 199.4 0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0

1230 18890.6 199.4 -0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0

1240 18890.6 48.5 0.1 37781.1 39326.6 1.000 1.000 18923.1 83750.0

1240 18890.6 48.5 -0.1 37781.1 39326.6 1.000 1.000 18923.1 83750.0

1241 18890.6 22.9 0.1 37781.1 39326.6 1.000 1.000 18905.9 83750.0

1241 18890.6 22.9 -0.1 37781.1 39326.6 1.000 1.000 18905.9 83750.0

1242 18890.6 24.3 0.1 37781.1 39326.6 1.000 1.000 18906.9 83750.0

1242 18890.6 24.3 -0.1 37781.1 39326.6 1.000 1.000 18906.9 83750.0

1243 18890.6 11.4 0.1 37781.1 39326.6 1.000 1.000 18898.2 83750.0

1243 18890.6 11.4 -0.1 37781.1 39326.6 1.000 1.000 18898.2 83750.01244 18890.6 55.1 0.1 37781.1 39326.6 1.000 1.000 18927.5 83750.0

1244 18890.6 55.1 -0.1 37781.1 39326.6 1.000 1.000 18927.5 83750.0

1250 18890.6 865.3 0.1 37781.1 39326.6 2.300 2.300 19470.3 83750.0

1250 18890.6 62.3 0.0 37781.1 39326.6 1.000 1.000 18932.3 83750.0

1260 18890.6 24.2 -0.0 37781.1 39326.6 2.300 2.300 18906.8 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1260 18890.6 16.6 -0.0 37781.1 39326.6 1.000 1.000 18901.7 83750.0

1261 18890.6 4.7 0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0

1261 18890.6 4.7 -0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0

1262 18890.6 2.1 0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0

1262 18890.6 2.1 -0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0

1263 18890.6 3.9 0.0 37781.1 39326.6 1.000 1.000 18893.2 83750.0

1263 18890.6 3.9 -0.0 37781.1 39326.6 1.000 1.000 18893.2 83750.01264 18890.6 13.3 0.0 37781.1 39326.6 1.000 1.000 18899.5 83750.0

1264 18890.6 13.3 -0.0 37781.1 39326.6 1.000 1.000 18899.5 83750.0

1270 18890.6 109.6 0.0 37781.1 39326.6 2.300 2.300 18964.0 83750.0

1270 18890.6 123.9 0.0 37781.1 39326.6 1.000 1.000 18973.6 83750.0

1280 18890.6 61.6 -0.0 37781.1 39326.6 1.000 1.000 18931.8 83750.0

1280 18890.6 61.6 0.0 37781.1 39326.6 1.000 1.000 18931.8 83750.0

1281 18890.6 125.2 -0.0 37781.1 39326.6 1.000 1.000 18974.4 83750.0

1281 18890.6 125.2 0.0 37781.1 39326.6 1.000 1.000 18974.4 83750.0

1282 18890.6 1040.4 -0.0 37781.1 39326.6 1.000 1.000 19587.6 83750.0

1282 18890.6 1040.4 0.0 37781.1 39326.6 1.000 1.000 19587.6 83750.0

1283 18890.6 2850.9 -0.0 37781.1 39326.6 1.000 1.000 20800.7 83750.0

1283 18890.6 2850.9 0.0 37781.1 39326.6 1.000 1.000 20800.7 83750.0

1284 18890.6 4106.1 -0.0 37781.1 39326.6 1.000 1.000 21641.6 83750.0

1284 18890.6 4106.1 0.0 37781.1 39326.6 1.000 1.000 21641.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1311 18890.6 21.7 0.0 37781.1 39326.6 1.000 1.000 18905.1 83750.0

1313 18890.6 7.6 -0.0 37781.1 39326.6 1.000 1.000 18895.7 83750.0

1313 18890.6 7.6 0.0 37781.1 39326.6 1.000 1.000 18895.7 83750.0

1315 18890.6 2.4 -0.0 37781.1 39326.6 1.000 1.000 18892.2 83750.0

1315 18890.6 2.4 0.0 37781.1 39326.6 1.000 1.000 18892.2 83750.0

1317 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0

1317 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0

1321 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0

1321 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0

1322 18890.6 12.0 -0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0

1322 18890.6 12.0 0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0

1323 18890.6 25.5 -0.0 37781.1 39326.6 1.000 1.000 18907.6 83750.0

1323 18890.6 25.5 0.0 37781.1 39326.6 1.000 1.000 18907.6 83750.0

1324 18890.6 23.9 -0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.0

1324 18890.6 23.9 0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.01325 18890.6 12.2 -0.0 37781.1 39326.6 1.000 1.000 18898.8 83750.0

1325 18890.6 12.2 0.0 37781.1 39326.6 1.000 1.000 18898.8 83750.0

1312 18890.6 48.4 -0.0 37781.1 39326.6 1.000 1.000 18923.0 83750.0

1312 18890.6 48.4 0.0 37781.1 39326.6 1.000 1.000 18923.0 83750.0

1314 18890.6 194.1 -0.0 37781.1 39326.6 1.000 1.000 19020.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1334 18890.6 831.3 0.0 37781.1 39326.6 1.000 1.000 19447.6 83750.0

1334 18890.6 831.3 -0.0 37781.1 39326.6 1.000 1.000 19447.6 83750.0

1335 18890.6 2135.7 0.0 37781.1 39326.6 1.000 1.000 20321.5 83750.0

1335 18890.6 2135.7 -0.0 37781.1 39326.6 1.000 1.000 20321.5 83750.0

1336 18890.6 2912.4 0.0 37781.1 39326.6 1.000 1.000 20841.8 83750.0

1336 18890.6 2912.4 -0.0 37781.1 39326.6 1.000 1.000 20841.8 83750.0

1337 18890.6 1182.5 0.0 37781.1 39326.6 1.000 1.000 19682.9 83750.0

1337 18890.6 2518.2 -0.0 43292.6 39326.6 2.129 2.440 20577.7 83750.0

1338 18890.6 7002.0 0.0 51882.6 39326.6 2.129 2.440 23581.9 83750.0

1338 18890.6 7002.0 -0.0 51882.6 39326.6 2.129 2.440 23581.9 83750.0

1340 18890.6 162.3 -0.0 38779.4 39326.6 2.129 2.440 18999.3 83750.0

1340 18890.6 76.2 0.0 37781.1 39326.6 1.000 1.000 18941.6 83750.0

1341 18890.6 3695.7 -0.0 37781.1 39326.6 1.000 1.000 21366.7 83750.0

1341 18890.6 3695.7 0.0 37781.1 39326.6 1.000 1.000 21366.7 83750.0

1351 18890.6 2400.6 -0.0 37781.1 39326.6 1.000 1.000 20499.0 83750.0

1351 18890.6 2400.6 0.0 37781.1 39326.6 1.000 1.000 20499.0 83750.0

1352 18890.6 793.9 -0.0 37781.1 39326.6 1.000 1.000 19422.5 83750.0

1352 18890.6 793.9 0.0 37781.1 39326.6 1.000 1.000 19422.5 83750.0

1353 18890.6 55.7 -0.0 37781.1 39326.6 1.000 1.000 18927.9 83750.0

1353 18890.6 55.7 0.0 37781.1 39326.6 1.000 1.000 18927.9 83750.0

1354 18890.6 138.9 -0.0 37781.1 39326.6 1.000 1.000 18983.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1354 18890.6 138.9 0.0 37781.1 39326.6 1.000 1.000 18983.6 83750.0

1355 18890.6 78.4 -0.0 37781.1 39326.6 1.000 1.000 18943.1 83750.0

1355 18890.6 78.4 0.0 37781.1 39326.6 1.000 1.000 18943.1 83750.0

1356 18890.6 53.7 -0.0 37781.1 39326.6 1.000 1.000 18926.6 83750.0

1356 18890.6 53.7 0.0 37781.1 39326.6 1.000 1.000 18926.6 83750.0

1342 18890.6 56.9 -0.0 37781.1 39326.6 1.000 1.000 18928.7 83750.0

1342 18890.6 56.9 0.0 37781.1 39326.6 1.000 1.000 18928.7 83750.0

1343 18890.6 194.1 -0.0 37781.1 39326.6 1.000 1.000 19020.6 83750.0

1345 18890.6 196.5 0.0 37781.1 39326.6 1.000 1.000 19022.2 83750.0

1346 18890.6 65.4 -0.0 37781.1 39326.6 1.000 1.000 18934.4 83750.0

1346 18890.6 65.4 0.0 37781.1 39326.6 1.000 1.000 18934.4 83750.0

1357 18890.6 21.0 -0.0 37781.1 39326.6 1.000 1.000 18904.6 83750.0

1357 18890.6 21.0 0.0 37781.1 39326.6 1.000 1.000 18904.6 83750.0

1358 18890.6 125.4 -0.0 37781.1 39326.6 1.000 1.000 18974.6 83750.0

1358 18890.6 125.4 0.0 37781.1 39326.6 1.000 1.000 18974.6 83750.01347 18890.6 1137.2 -0.0 37781.1 39326.6 2.300 2.300 19652.5 83750.0

1347 18890.6 307.1 -0.0 37781.1 39326.6 1.000 1.000 19096.3 83750.0

1348 18890.6 129.2 0.0 37781.1 39326.6 1.000 1.000 18977.2 83750.0

1348 18890.6 129.2 -0.0 37781.1 39326.6 1.000 1.000 18977.2 83750.0

1349 18890.6 546.1 0.0 37781.1 39326.6 1.000 1.000 19256.4 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1349 18890.6 546.1 -0.0 37781.1 39326.6 1.000 1.000 19256.4 83750.0

1359 18890.6 2211.8 0.0 37781.1 39326.6 1.000 1.000 20372.4 83750.0

1359 18890.6 2211.8 -0.0 37781.1 39326.6 1.000 1.000 20372.4 83750.0

1361 18890.6 3515.2 0.0 37781.1 39326.6 1.000 1.000 21245.7 83750.0

1361 18890.6 3515.2 -0.0 37781.1 39326.6 1.000 1.000 21245.7 83750.0

1362 18890.6 28.4 0.0 37781.1 39326.6 1.000 1.000 18909.6 83750.0

1362 18890.6 60.5 -0.0 38584.3 39326.6 2.129 2.440 18931.1 83750.01363 18890.6 6516.2 0.0 50951.9 39326.6 2.129 2.440 23256.4 83750.0

1363 18890.6 6516.2 -0.0 50951.9 39326.6 2.129 2.440 23256.4 83750.0

1350 18890.6 2505.0 0.0 43267.4 39326.6 2.129 2.440 20568.9 83750.0

1350 18890.6 1176.3 -0.0 37781.1 39326.6 1.000 1.000 19678.7 83750.0

1364 18890.6 2650.9 0.0 37781.1 39326.6 1.000 1.000 20666.7 83750.0

1364 18890.6 2650.9 -0.0 37781.1 39326.6 1.000 1.000 20666.7 83750.0

1365 18890.6 1888.0 0.0 37781.1 39326.6 1.000 1.000 20155.5 83750.0

1365 18890.6 1888.0 -0.0 37781.1 39326.6 1.000 1.000 20155.5 83750.0

1366 18890.6 533.8 0.0 37781.1 39326.6 1.000 1.000 19248.2 83750.0

1366 18890.6 533.8 -0.0 37781.1 39326.6 1.000 1.000 19248.2 83750.0

1367 18890.6 342.0 0.0 37781.1 39326.6 1.000 1.000 19119.7 83750.0

1367 18890.6 342.0 -0.0 37781.1 39326.6 1.000 1.000 19119.7 83750.0

1360 18890.6 6588.6 0.0 37781.1 39326.6 2.300 2.300 23304.9 83750.0

1360 18890.6 370.4 0.0 37781.1 39326.6 1.000 1.000 19138.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1370 18890.6 135.5 -0.0 37781.1 39326.6 1.000 1.000 18981.4 83750.0

1370 18890.6 135.5 0.0 37781.1 39326.6 1.000 1.000 18981.4 83750.0

1371 18890.6 44.2 -0.0 37781.1 39326.6 1.000 1.000 18920.2 83750.0

1371 18890.6 44.2 0.0 37781.1 39326.6 1.000 1.000 18920.2 83750.0

1372 18890.6 97.6 -0.0 37781.1 39326.6 1.000 1.000 18956.0 83750.0

1372 18890.6 97.6 0.0 37781.1 39326.6 1.000 1.000 18956.0 83750.0

1373 18890.6 781.0 -0.0 37781.1 39326.6 1.000 1.000 19413.9 83750.0

1373 18890.6 781.0 0.0 37781.1 39326.6 1.000 1.000 19413.9 83750.0

1374 18890.6 2032.7 -0.0 37781.1 39326.6 1.000 1.000 20252.5 83750.0

1374 18890.6 2032.7 0.0 37781.1 39326.6 1.000 1.000 20252.5 83750.0

1379 18890.6 2717.2 -0.0 37781.1 39326.6 1.000 1.000 20711.1 83750.0

1379 18890.6 2717.2 0.0 37781.1 39326.6 1.000 1.000 20711.1 83750.0

1381 18890.6 1287.2 -0.0 37781.1 39326.6 1.000 1.000 19753.0 83750.0

1381 18890.6 3300.5 0.0 44907.6 39326.6 2.564 2.938 21101.9 83750.0

1382 18890.6 7636.3 0.0 53009.7 39326.6 2.564 2.938 24006.9 83750.0

1382 18890.6 7636.3 -0.0 53009.7 39326.6 2.564 2.938 24006.9 83750.0

1375 18890.6 2744.6 0.0 43868.9 39326.6 2.564 2.938 20729.4 83750.0

1375 18890.6 1070.4 -0.0 37781.1 39326.6 1.000 1.000 19607.8 83750.0

1377 18890.6 2957.9 0.0 37781.1 39326.6 1.000 1.000 20872.4 83750.0

1377 18890.6 2957.9 -0.0 37781.1 39326.6 1.000 1.000 20872.4 83750.0

1378 18890.6 1669.8 0.0 37781.1 39326.6 1.000 1.000 20009.3 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1378 18890.6 1669.8 -0.0 37781.1 39326.6 1.000 1.000 20009.3 83750.0

1383 18890.6 2042.7 0.0 37781.1 39326.6 1.000 1.000 20259.2 83750.0

1383 18890.6 2042.7 -0.0 37781.1 39326.6 1.000 1.000 20259.2 83750.0

1384 18890.6 3613.5 0.0 37781.1 39326.6 1.000 1.000 21311.6 83750.0

1384 18890.6 3613.5 -0.0 37781.1 39326.6 1.000 1.000 21311.6 83750.0

1385 18890.6 584.8 0.0 37781.1 39326.6 1.000 1.000 19282.3 83750.0

1385 18890.6 1499.3 -0.0 41541.9 39326.6 2.564 2.938 19895.1 83750.0

1386 18890.6 7799.9 0.0 53315.4 39326.6 2.564 2.938 24116.5 83750.0

1386 18890.6 7799.9 -0.0 53315.4 39326.6 2.564 2.938 24116.5 83750.0

1376 18890.6 4707.8 0.0 47537.3 39326.6 2.564 2.938 22044.8 83750.0

1376 18890.6 1836.1 -0.0 37781.1 39326.6 1.000 1.000 20120.8 83750.0

1387 18890.6 2138.7 0.0 37781.1 39326.6 1.000 1.000 20323.5 83750.0

1387 18890.6 2138.7 -0.0 37781.1 39326.6 1.000 1.000 20323.5 83750.0

1388 18890.6 1768.2 0.0 37781.1 39326.6 1.000 1.000 20075.3 83750.0

1388 18890.6 1768.2 -0.0 37781.1 39326.6 1.000 1.000 20075.3 83750.01389 18890.6 729.9 0.0 37781.1 39326.6 1.000 1.000 19379.6 83750.0

1389 18890.6 729.9 -0.0 37781.1 39326.6 1.000 1.000 19379.6 83750.0

1391 18890.6 70.0 0.0 37781.1 39326.6 1.000 1.000 18937.5 83750.0

1391 18890.6 70.0 -0.0 37781.1 39326.6 1.000 1.000 18937.5 83750.0

1392 18890.6 12.6 0.0 37781.1 39326.6 1.000 1.000 18899.0 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1392 18890.6 12.6 -0.0 37781.1 39326.6 1.000 1.000 18899.0 83750.0

1393 18890.6 2.7 0.0 37781.1 39326.6 1.000 1.000 18892.4 83750.0

1393 18890.6 2.7 -0.0 37781.1 39326.6 1.000 1.000 18892.4 83750.0

1394 18890.6 1.4 0.0 37781.1 39326.6 1.000 1.000 18891.5 83750.0

1394 18890.6 1.4 -0.0 37781.1 39326.6 1.000 1.000 18891.5 83750.0

1395 18890.6 3.9 0.0 37781.1 39326.6 1.000 1.000 18893.2 83750.0

1395 18890.6 3.9 -0.0 37781.1 39326.6 1.000 1.000 18893.2 83750.01396 18890.6 14.1 0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0

1396 18890.6 14.1 -0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0

1397 18890.6 60.4 0.0 37781.1 39326.6 1.000 1.000 18931.0 83750.0

1397 18890.6 60.4 -0.0 37781.1 39326.6 1.000 1.000 18931.0 83750.0

1380 18890.6 523.0 0.0 37781.1 39326.6 2.300 2.300 19241.0 83750.0

1380 18890.6 999.5 -0.1 37781.1 39326.6 1.000 1.000 19560.2 83750.0

1398 18890.6 410.6 0.1 37781.1 39326.6 1.000 1.000 19165.6 83750.0

1398 18890.6 410.6 -0.1 37781.1 39326.6 1.000 1.000 19165.6 83750.0

1399 18890.6 54.1 0.1 37781.1 39326.6 1.000 1.000 18926.8 83750.0

1399 18890.6 54.1 -0.1 37781.1 39326.6 1.000 1.000 18926.8 83750.0

1401 18890.6 29.3 0.1 37781.1 39326.6 1.000 1.000 18910.2 83750.0

1401 18890.6 29.3 -0.1 37781.1 39326.6 1.000 1.000 18910.2 83750.0

1402 18890.6 28.4 0.1 37781.1 39326.6 1.000 1.000 18909.6 83750.0

1402 18890.6 28.4 -0.1 37781.1 39326.6 1.000 1.000 18909.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1403 18890.6 16.8 0.1 37781.1 39326.6 1.000 1.000 18901.8 83750.0

1403 18890.6 16.8 -0.1 37781.1 39326.6 1.000 1.000 18901.8 83750.0

1390 18890.6 112.3 0.1 37781.1 39326.6 2.300 2.300 18965.8 83750.0

1390 18890.6 48.8 -0.1 37781.1 39326.6 1.000 1.000 18923.3 83750.0

1400 18890.6 198.0 0.1 37781.1 39326.6 1.000 1.000 19023.2 83750.0

1420 18890.6 198.4 -0.1 37781.1 39326.6 1.000 1.000 19023.5 83750.0

1430 18890.6 51.3 0.1 37781.1 39326.6 1.000 1.000 18925.0 83750.0

1430 18890.6 51.3 -0.1 37781.1 39326.6 1.000 1.000 18925.0 83750.0

1431 18890.6 914.9 0.1 37781.1 39326.6 1.000 1.000 19503.6 83750.0

1431 18890.6 914.9 -0.1 37781.1 39326.6 1.000 1.000 19503.6 83750.0

1432 18890.6 2440.6 0.1 37781.1 39326.6 1.000 1.000 20525.8 83750.0

1432 18890.6 2440.6 -0.1 37781.1 39326.6 1.000 1.000 20525.8 83750.0

1433 18890.6 2687.0 0.1 37781.1 39326.6 1.000 1.000 20690.9 83750.0

1433 18890.6 5721.9 -0.1 49430.4 39326.6 2.129 2.440 22724.3 83750.0

1434 18890.6 7352.0 -0.3 52553.1 39326.6 2.129 2.440 23816.4 83750.0

1434 18890.6 7352.0 0.3 52553.1 39326.6 2.129 2.440 23816.4 83750.0

1440 18890.6 2971.6 0.1 44161.3 39326.6 2.129 2.440 20881.5 83750.0

1440 18890.6 1395.4 -0.1 37781.1 39326.6 1.000 1.000 19825.5 83750.0

1441 18890.6 4889.8 0.1 37781.1 39326.6 1.000 1.000 22166.7 83750.0

1441 18890.6 4889.8 -0.1 37781.1 39326.6 1.000 1.000 22166.7 83750.0

1442 18890.6 2874.3 0.1 37781.1 39326.6 1.000 1.000 20816.3 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1442 18890.6 2874.3 -0.1 37781.1 39326.6 1.000 1.000 20816.3 83750.0

1443 18890.6 830.1 0.1 37781.1 39326.6 1.000 1.000 19446.7 83750.0

1443 18890.6 830.1 -0.1 37781.1 39326.6 1.000 1.000 19446.7 83750.0

1444 18890.6 208.2 0.1 37781.1 39326.6 1.000 1.000 19030.1 83750.0

1444 18890.6 208.2 -0.1 37781.1 39326.6 1.000 1.000 19030.1 83750.0

1445 18890.6 235.6 0.1 37781.1 39326.6 1.000 1.000 19048.4 83750.0

1445 18890.6 235.6 -0.1 37781.1 39326.6 1.000 1.000 19048.4 83750.0

1446 18890.6 744.9 0.1 37781.1 39326.6 1.000 1.000 19389.7 83750.0

1446 18890.6 744.9 -0.1 37781.1 39326.6 1.000 1.000 19389.7 83750.0

1447 18890.6 2911.6 0.1 37781.1 39326.6 1.000 1.000 20841.4 83750.0

1447 18890.6 2911.6 -0.1 37781.1 39326.6 1.000 1.000 20841.4 83750.0

1448 18890.6 5406.8 0.1 37781.1 39326.6 1.000 1.000 22513.1 83750.0

1448 18890.6 5406.8 -0.1 37781.1 39326.6 1.000 1.000 22513.1 83750.0

1449 18890.6 2874.3 0.1 37781.1 39326.6 1.000 1.000 20816.4 83750.0

1449 18890.6 7369.7 -0.1 52511.6 39326.6 2.564 2.938 23828.3 83750.01451 18890.6 3770.6 0.1 45786.2 39326.6 2.564 2.938 21416.9 83750.0

1451 18890.6 3770.6 -0.1 45786.2 39326.6 2.564 2.938 21416.9 83750.0

1450 18890.6 3369.7 0.2 45036.9 39326.6 2.564 2.938 21148.2 83750.0

1450 18890.6 1314.2 -0.2 37781.1 39326.6 1.000 1.000 19771.1 83750.0

1452 18890.6 2435.6 0.2 37781.1 39326.6 1.000 1.000 20522.4 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1452 18890.6 2435.6 -0.2 37781.1 39326.6 1.000 1.000 20522.4 83750.0

1453 18890.6 1855.6 0.2 37781.1 39326.6 1.000 1.000 20133.8 83750.0

1453 18890.6 1855.6 -0.2 37781.1 39326.6 1.000 1.000 20133.8 83750.0

1454 18890.6 724.8 0.2 37781.1 39326.6 1.000 1.000 19376.2 83750.0

1454 18890.6 724.8 -0.2 37781.1 39326.6 1.000 1.000 19376.2 83750.0

1455 18890.6 80.8 0.2 37781.1 39326.6 1.000 1.000 18944.7 83750.0

1455 18890.6 80.8 -0.2 37781.1 39326.6 1.000 1.000 18944.7 83750.01456 18890.6 21.4 0.2 37781.1 39326.6 1.000 1.000 18904.9 83750.0

1456 18890.6 21.4 -0.2 37781.1 39326.6 1.000 1.000 18904.9 83750.0

1457 18890.6 18.7 0.2 37781.1 39326.6 1.000 1.000 18903.1 83750.0

1457 18890.6 18.7 -0.2 37781.1 39326.6 1.000 1.000 18903.1 83750.0

538 18890.6 1.3 0.2 37781.1 39326.6 1.000 1.000 18891.4 83750.0

538 18890.6 1.3 -0.2 37781.1 39326.6 1.000 1.000 18891.4 83750.0

490 18890.6 21.3 0.2 37781.1 39326.6 1.000 1.000 18904.8 83750.0

145 18890.6 104.3 3.5 37781.1 39326.6 1.000 1.000 18960.5 83750.0

166 18890.6 732.4 -3.5 37781.1 39326.6 1.000 1.000 19381.3 83750.0

166 18890.6 732.4 3.5 37781.1 39326.6 1.000 1.000 19381.3 83750.0

167 18890.6 1409.6 -3.5 37781.1 39326.6 1.000 1.000 19835.0 83750.0

167 18890.6 3001.7 3.5 44219.0 39326.6 2.129 2.440 20901.7 83750.0

168 18890.6 692.4 -1.6 39794.8 39326.6 2.129 2.440 19354.5 83750.0

168 18890.6 692.4 1.6 39794.8 39326.6 2.129 2.440 19354.5 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

2145 18890.6 2798.6 0.0 43829.9 39326.6 2.129 2.440 20765.6 83750.0

2145 18890.6 1314.2 -0.0 37781.1 39326.6 1.000 1.000 19771.1 83750.0

2154 18890.6 818.1 0.0 37781.1 39326.6 1.000 1.000 19438.7 83750.0

2154 18890.6 818.1 0.0 37781.1 39326.6 1.000 1.000 19438.7 83750.0

2155 18890.6 130.1 0.0 37781.1 39326.6 1.000 1.000 18977.7 83750.0

210 18890.6 2571.7 0.0 37781.1 39326.6 1.000 1.000 20613.6 83750.0

214 18890.6 777.9 -0.0 37781.1 39326.6 1.000 1.000 19411.7 83750.0

214 18890.6 777.9 0.0 37781.1 39326.6 1.000 1.000 19411.7 83750.0

215 18890.6 1030.9 -0.0 37781.1 39326.6 1.000 1.000 19581.3 83750.0

215 18890.6 1030.9 0.0 37781.1 39326.6 1.000 1.000 19581.3 83750.0

216 18890.6 525.2 -0.0 37781.1 39326.6 1.000 1.000 19242.5 83750.0

216 18890.6 525.2 0.0 37781.1 39326.6 1.000 1.000 19242.5 83750.0

217 18890.6 31.3 -0.0 37781.1 39326.6 1.000 1.000 18911.5 83750.0

217 18890.6 31.3 0.0 37781.1 39326.6 1.000 1.000 18911.5 83750.0

218 18890.6 7.4 -0.0 37781.1 39326.6 1.000 1.000 18895.5 83750.0

218 18890.6 7.4 0.0 37781.1 39326.6 1.000 1.000 18895.5 83750.0

221 18890.6 2.2 -0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0

221 18890.6 2.2 0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0

222 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0

222 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0

223 18890.6 14.0 -0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

223 18890.6 14.0 0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0

224 18890.6 15.1 -0.0 37781.1 39326.6 1.000 1.000 18900.7 83750.0

224 18890.6 15.1 0.0 37781.1 39326.6 1.000 1.000 18900.7 83750.0

225 18890.6 18.3 -0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0

225 18890.6 18.3 0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0

2209 18890.6 75.7 -0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0

2209 18890.6 75.7 0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0

2210 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0

270 18890.6 385.1 0.0 37781.1 39326.6 1.000 1.000 19148.6 83750.0

301 18890.6 572.6 -0.0 37781.1 39326.6 1.000 1.000 19274.2 83750.0

301 18890.6 572.6 0.0 37781.1 39326.6 1.000 1.000 19274.2 83750.0

302 18890.6 309.1 -0.0 37781.1 39326.6 1.000 1.000 19097.6 83750.0

302 18890.6 309.1 0.0 37781.1 39326.6 1.000 1.000 19097.6 83750.0

3269 18890.6 172.0 -0.0 37781.1 39326.6 1.000 1.000 19005.8 83750.0

3269 18890.6 172.0 0.0 37781.1 39326.6 1.000 1.000 19005.8 83750.03270 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0

350 18890.6 34.3 -2.2 37781.1 39326.6 1.000 1.000 18913.5 83750.0

419 18890.6 566.2 2.2 37781.1 39326.6 1.000 1.000 19269.9 83750.0

419 18890.6 566.2 -2.2 37781.1 39326.6 1.000 1.000 19269.9 83750.0

421 18890.6 1373.7 2.2 37781.1 39326.6 1.000 1.000 19811.0 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

421 18890.6 2925.3 -2.2 44072.7 39326.6 2.129 2.440 20850.5 83750.0

422 18890.6 666.0 0.8 39744.3 39326.6 2.129 2.440 19336.8 83750.0

422 18890.6 666.0 -0.8 39744.3 39326.6 2.129 2.440 19336.8 83750.0

3350 18890.6 2817.9 -0.0 43866.9 39326.6 2.129 2.440 20778.6 83750.0

3350 18890.6 1323.3 0.0 37781.1 39326.6 1.000 1.000 19777.2 83750.0

3359 18890.6 823.8 -0.0 37781.1 39326.6 1.000 1.000 19442.5 83750.0

3359 18890.6 823.8 0.0 37781.1 39326.6 1.000 1.000 19442.5 83750.03360 18890.6 130.5 -0.0 37781.1 39326.6 1.000 1.000 18978.0 83750.0

370 18890.6 19.6 -2.2 37781.1 39326.6 1.000 1.000 18903.7 83750.0

423 18890.6 621.0 2.2 37781.1 39326.6 1.000 1.000 19306.6 83750.0

423 18890.6 621.0 -2.2 37781.1 39326.6 1.000 1.000 19306.6 83750.0

424 18890.6 1401.7 2.2 37781.1 39326.6 1.000 1.000 19829.7 83750.0

424 18890.6 2984.9 -2.2 44186.8 39326.6 2.129 2.440 20890.4 83750.0

425 18890.6 688.3 0.8 39786.9 39326.6 2.129 2.440 19351.7 83750.0

425 18890.6 688.3 -0.8 39786.9 39326.6 2.129 2.440 19351.7 83750.0

4370 18890.6 2812.6 -0.0 43856.8 39326.6 2.129 2.440 20775.0 83750.0

4370 18890.6 1320.8 0.0 37781.1 39326.6 1.000 1.000 19775.5 83750.0

4379 18890.6 822.3 -0.0 37781.1 39326.6 1.000 1.000 19441.5 83750.0

4379 18890.6 822.3 0.0 37781.1 39326.6 1.000 1.000 19441.5 83750.0

4380 18890.6 130.5 -0.0 37781.1 39326.6 1.000 1.000 18978.0 83750.0

580 18890.6 18.3 0.0 37781.1 39326.6 1.000 1.000 18902.8 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

581 18890.6 32.5 -0.0 37781.1 39326.6 1.000 1.000 18912.4 83750.0

581 18890.6 32.5 0.0 37781.1 39326.6 1.000 1.000 18912.4 83750.0

582 18890.6 25.0 -0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0

582 18890.6 25.0 0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0

583 18890.6 13.8 -0.0 37781.1 39326.6 1.000 1.000 18899.8 83750.0

583 18890.6 13.8 0.0 37781.1 39326.6 1.000 1.000 18899.8 83750.0

584 18890.6 13.8 -0.0 37781.1 39326.6 1.000 1.000 18899.8 83750.0

584 18890.6 13.8 0.0 37781.1 39326.6 1.000 1.000 18899.8 83750.0

585 18890.6 14.7 -0.0 37781.1 39326.6 1.000 1.000 18900.4 83750.0

585 18890.6 14.7 0.0 37781.1 39326.6 1.000 1.000 18900.4 83750.0

586 18890.6 18.4 -0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0

586 18890.6 18.4 0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0

4579 18890.6 75.7 -0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0

4579 18890.6 75.7 0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0

4580 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0

590 18890.6 37.9 -3.7 37781.1 39326.6 1.000 1.000 18916.0 83750.0

597 18890.6 636.7 3.7 37781.1 39326.6 1.000 1.000 19317.1 83750.0

597 18890.6 636.7 -3.7 37781.1 39326.6 1.000 1.000 19317.1 83750.0

598 18890.6 1395.5 3.7 37781.1 39326.6 1.000 1.000 19825.6 83750.0

598 18890.6 2971.8 -3.7 44161.6 39326.6 2.129 2.440 20881.6 83750.0

601 18890.6 688.1 1.6 39786.5 39326.6 2.129 2.440 19351.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

601 18890.6 688.1 -1.6 39786.5 39326.6 2.129 2.440 19351.6 83750.0

5590 18890.6 2784.2 -0.0 43802.3 39326.6 2.129 2.440 20756.0 83750.0

5590 18890.6 1307.5 0.0 37781.1 39326.6 1.000 1.000 19766.6 83750.0

5599 18890.6 813.9 -0.0 37781.1 39326.6 1.000 1.000 19435.9 83750.0

5599 18890.6 813.9 0.0 37781.1 39326.6 1.000 1.000 19435.9 83750.0

5600 18890.6 130.1 -0.0 37781.1 39326.6 1.000 1.000 18977.7 83750.0

900 18890.6 2.7 2.3 37781.1 39326.6 1.000 1.000 18892.3 83750.0

905 18890.6 1403.3 -2.3 37781.1 39326.6 1.000 1.000 19830.8 83750.0

905 18890.6 2988.3 2.3 44193.4 39326.6 2.129 2.440 20892.7 83750.0

906 18890.6 664.3 -0.8 39741.1 39326.6 2.129 2.440 19335.7 83750.0

906 18890.6 664.3 0.8 39741.1 39326.6 2.129 2.440 19335.7 83750.0

6900 18890.6 2606.7 0.0 43462.3 39326.6 2.129 2.440 20637.1 83750.0

6900 18890.6 1224.1 -0.0 37781.1 39326.6 1.000 1.000 19710.7 83750.0

6909 18890.6 762.3 0.0 37781.1 39326.6 1.000 1.000 19401.3 83750.0

6909 18890.6 762.3 -0.0 37781.1 39326.6 1.000 1.000 19401.3 83750.06910 18890.6 130.4 0.0 37781.1 39326.6 1.000 1.000 18978.0 83750.0

910 18890.6 1266.0 5.7 37781.1 39326.6 1.000 1.000 19738.8 83750.0

917 18890.6 508.0 -5.7 37781.1 39326.6 1.000 1.000 19230.9 83750.0

917 18890.6 1081.7 5.7 40540.8 39326.6 2.129 2.440 19615.3 83750.0

918 18890.6 538.4 -2.8 39499.5 39326.6 2.129 2.440 19251.3 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

918 18890.6 538.4 2.8 39499.5 39326.6 2.129 2.440 19251.3 83750.0

7910 18890.6 2945.2 0.0 44110.8 39326.6 2.129 2.440 20863.8 83750.0

7910 18890.6 1383.1 -0.0 37781.1 39326.6 1.000 1.000 19817.2 83750.0

7919 18890.6 860.7 0.0 37781.1 39326.6 1.000 1.000 19467.3 83750.0

7919 18890.6 860.7 -0.0 37781.1 39326.6 1.000 1.000 19467.3 83750.0

7920 18890.6 129.6 0.0 37781.1 39326.6 1.000 1.000 18977.4 83750.0

930 18890.6 267.0 0.0 37781.1 39326.6 1.000 1.000 19069.4 83750.0946 18890.6 660.1 -0.0 37781.1 39326.6 1.000 1.000 19332.8 83750.0

946 18890.6 660.1 0.0 37781.1 39326.6 1.000 1.000 19332.8 83750.0

947 18890.6 481.8 -0.0 37781.1 39326.6 1.000 1.000 19213.4 83750.0

947 18890.6 481.8 0.0 37781.1 39326.6 1.000 1.000 19213.4 83750.0

948 18890.6 180.1 -0.0 37781.1 39326.6 1.000 1.000 19011.3 83750.0

948 18890.6 180.1 0.0 37781.1 39326.6 1.000 1.000 19011.3 83750.0

949 18890.6 92.4 -0.0 37781.1 39326.6 1.000 1.000 18952.5 83750.0

949 18890.6 92.4 0.0 37781.1 39326.6 1.000 1.000 18952.5 83750.0

952 18890.6 15.3 -0.0 37781.1 39326.6 1.000 1.000 18900.8 83750.0

952 18890.6 15.3 0.0 37781.1 39326.6 1.000 1.000 18900.8 83750.0

953 18890.6 22.5 -0.0 37781.1 39326.6 1.000 1.000 18905.6 83750.0

953 18890.6 22.5 0.0 37781.1 39326.6 1.000 1.000 18905.6 83750.0

8929 18890.6 75.9 -0.0 37781.1 39326.6 1.000 1.000 18941.5 83750.0

8929 18890.6 75.9 0.0 37781.1 39326.6 1.000 1.000 18941.5 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

8930 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0

950 18890.6 788.4 4.1 37781.1 39326.6 1.000 1.000 19418.8 83750.0

954 18890.6 394.0 -4.1 37781.1 39326.6 1.000 1.000 19154.5 83750.0

954 18890.6 394.0 4.1 37781.1 39326.6 1.000 1.000 19154.5 83750.0

955 18890.6 821.7 -4.1 37781.1 39326.6 1.000 1.000 19441.1 83750.0

955 18890.6 1749.8 4.1 41820.6 39326.6 2.129 2.440 20062.9 83750.0

956 18890.6 178.3 -1.9 38809.4 39326.6 2.129 2.440 19010.0 83750.0

956 18890.6 178.3 1.9 38809.4 39326.6 2.129 2.440 19010.0 83750.0

9950 18890.6 2964.4 0.0 44147.6 39326.6 2.129 2.440 20876.7 83750.0

9950 18890.6 1392.1 -0.0 37781.1 39326.6 1.000 1.000 19823.3 83750.0

9959 18890.6 866.4 0.0 37781.1 39326.6 1.000 1.000 19471.1 83750.0

9959 18890.6 866.4 -0.0 37781.1 39326.6 1.000 1.000 19471.1 83750.0

9960 18890.6 130.0 0.0 37781.1 39326.6 1.000 1.000 18977.6 83750.0

960 18890.6 5.8 0.0 37781.1 39326.6 1.000 1.000 18894.4 83750.0

968 18890.6 58.3 -0.0 37781.1 39326.6 1.000 1.000 18929.6 83750.0

968 18890.6 58.3 0.0 37781.1 39326.6 1.000 1.000 18929.6 83750.0

971 18890.6 36.8 -0.0 37781.1 39326.6 1.000 1.000 18915.2 83750.0

971 18890.6 36.8 0.0 37781.1 39326.6 1.000 1.000 18915.2 83750.0

972 18890.6 15.8 -0.0 37781.1 39326.6 1.000 1.000 18901.1 83750.0

972 18890.6 15.8 0.0 37781.1 39326.6 1.000 1.000 18901.1 83750.0

973 18890.6 14.0 -0.0 37781.1 39326.6 1.000 1.000 18899.9 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

973 18890.6 14.0 0.0 37781.1 39326.6 1.000 1.000 18899.9 83750.0

974 18890.6 14.8 -0.0 37781.1 39326.6 1.000 1.000 18900.5 83750.0

974 18890.6 14.8 0.0 37781.1 39326.6 1.000 1.000 18900.5 83750.0

975 18890.6 18.4 -0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0

975 18890.6 18.4 0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0

10959 18890.6 75.7 -0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0

10959 18890.6 75.7 0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0

10960 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0

1250 18890.6 438.3 -6.0 37781.1 39326.6 1.000 1.000 19184.2 83750.0

1251 18890.6 427.7 6.0 37781.1 39326.6 1.000 1.000 19177.1 83750.0

1251 18890.6 427.7 -6.0 37781.1 39326.6 1.000 1.000 19177.1 83750.0

1252 18890.6 1222.8 6.0 37781.1 39326.6 1.000 1.000 19709.8 83750.0

1252 18890.6 2603.9 -6.0 43457.0 39326.6 2.129 2.440 20635.2 83750.0

1253 18890.6 530.9 3.0 39485.2 39326.6 2.129 2.440 19246.3 83750.0

1253 18890.6 530.9 -3.0 39485.2 39326.6 2.129 2.440 19246.3 83750.011250 18890.6 2781.6 -0.0 43797.3 39326.6 2.129 2.440 20754.2 83750.0

11250 18890.6 1306.2 0.0 37781.1 39326.6 1.000 1.000 19765.7 83750.0

11259 18890.6 813.0 -0.0 37781.1 39326.6 1.000 1.000 19435.3 83750.0

11259 18890.6 813.0 0.0 37781.1 39326.6 1.000 1.000 19435.3 83750.0

11260 18890.6 129.5 -0.0 37781.1 39326.6 1.000 1.000 18977.3 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1260 18890.6 27.1 -0.0 37781.1 39326.6 1.000 1.000 18908.8 83750.0

1265 18890.6 162.9 0.0 37781.1 39326.6 1.000 1.000 18999.7 83750.0

1265 18890.6 162.9 -0.0 37781.1 39326.6 1.000 1.000 18999.7 83750.0

1266 18890.6 110.1 0.0 37781.1 39326.6 1.000 1.000 18964.4 83750.0

1266 18890.6 110.1 -0.0 37781.1 39326.6 1.000 1.000 18964.4 83750.0

1267 18890.6 36.3 0.0 37781.1 39326.6 1.000 1.000 18914.9 83750.0

1267 18890.6 36.3 -0.0 37781.1 39326.6 1.000 1.000 18914.9 83750.01268 18890.6 7.2 0.0 37781.1 39326.6 1.000 1.000 18895.4 83750.0

1268 18890.6 7.2 -0.0 37781.1 39326.6 1.000 1.000 18895.4 83750.0

1269 18890.6 14.3 0.0 37781.1 39326.6 1.000 1.000 18900.1 83750.0

1269 18890.6 14.3 -0.0 37781.1 39326.6 1.000 1.000 18900.1 83750.0

1271 18890.6 14.7 0.0 37781.1 39326.6 1.000 1.000 18900.4 83750.0

1271 18890.6 14.7 -0.0 37781.1 39326.6 1.000 1.000 18900.4 83750.0

1272 18890.6 18.6 0.0 37781.1 39326.6 1.000 1.000 18903.0 83750.0

1272 18890.6 18.6 -0.0 37781.1 39326.6 1.000 1.000 18903.0 83750.0

12259 18890.6 75.9 0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0

12259 18890.6 75.9 -0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0

12260 18890.6 133.1 0.0 37781.1 39326.6 1.000 1.000 18979.8 83750.0

1270 18890.6 171.5 -2.7 37781.1 39326.6 1.000 1.000 19005.5 83750.0

1273 18890.6 1756.5 2.7 37781.1 39326.6 1.000 1.000 20067.4 83750.0

1273 18890.6 3740.5 -2.7 45634.3 39326.6 2.129 2.440 21396.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1274 18890.6 1104.1 1.1 40583.7 39326.6 2.129 2.440 19630.3 83750.0

1274 18890.6 1104.1 -1.1 40583.7 39326.6 2.129 2.440 19630.3 83750.0

13270 18890.6 2472.4 -0.0 43205.0 39326.6 2.129 2.440 20547.1 83750.0

13270 18890.6 1161.0 0.0 37781.1 39326.6 1.000 1.000 19668.5 83750.0

13279 18890.6 723.2 -0.0 37781.1 39326.6 1.000 1.000 19375.1 83750.0

13279 18890.6 723.2 0.0 37781.1 39326.6 1.000 1.000 19375.1 83750.0

13280 18890.6 130.3 -0.0 37781.1 39326.6 1.000 1.000 18977.9 83750.0

1310 18890.6 404.0 0.0 37781.1 39326.6 1.000 1.000 19161.3 83750.0

1339 18890.6 945.9 -0.0 37781.1 39326.6 1.000 1.000 19524.3 83750.0

1339 18890.6 945.9 0.0 37781.1 39326.6 1.000 1.000 19524.3 83750.0

1368 18890.6 698.8 -0.0 37781.1 39326.6 1.000 1.000 19358.8 83750.0

1368 18890.6 698.8 0.0 37781.1 39326.6 1.000 1.000 19358.8 83750.0

1369 18890.6 266.1 -0.0 37781.1 39326.6 1.000 1.000 19068.9 83750.0

1369 18890.6 266.1 0.0 37781.1 39326.6 1.000 1.000 19068.9 83750.0

1404 18890.6 34.3 -0.0 37781.1 39326.6 1.000 1.000 18913.6 83750.0

1404 18890.6 34.3 0.0 37781.1 39326.6 1.000 1.000 18913.6 83750.0

1405 18890.6 13.4 -0.0 37781.1 39326.6 1.000 1.000 18899.5 83750.0

1405 18890.6 13.4 0.0 37781.1 39326.6 1.000 1.000 18899.5 83750.0

1406 18890.6 14.1 -0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0

1406 18890.6 14.1 0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0

1407 18890.6 15.1 -0.0 37781.1 39326.6 1.000 1.000 18900.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1407 18890.6 15.1 0.0 37781.1 39326.6 1.000 1.000 18900.7 83750.0

1408 18890.6 18.4 -0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0

1408 18890.6 18.4 0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0

14309 18890.6 75.7 -0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0

14309 18890.6 75.7 0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0

14310 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0

1330 18890.6 2215.9 0.0 37781.1 39326.6 1.000 1.000 20375.2 83750.0

1409 18890.6 1361.8 -0.0 37781.1 39326.6 1.000 1.000 19803.0 83750.0

1409 18890.6 1361.8 0.0 37781.1 39326.6 1.000 1.000 19803.0 83750.0

1411 18890.6 1339.1 -0.0 37781.1 39326.6 1.000 1.000 19787.7 83750.0

1411 18890.6 1339.1 0.0 37781.1 39326.6 1.000 1.000 19787.7 83750.0

1412 18890.6 607.8 -0.0 37781.1 39326.6 1.000 1.000 19297.8 83750.0

1412 18890.6 607.8 0.0 37781.1 39326.6 1.000 1.000 19297.8 83750.0

1413 18890.6 46.1 -0.0 37781.1 39326.6 1.000 1.000 18921.5 83750.0

1413 18890.6 46.1 0.0 37781.1 39326.6 1.000 1.000 18921.5 83750.01414 18890.6 5.5 -0.0 37781.1 39326.6 1.000 1.000 18894.3 83750.0

1414 18890.6 5.5 0.0 37781.1 39326.6 1.000 1.000 18894.3 83750.0

1415 18890.6 26.1 -0.0 37781.1 39326.6 1.000 1.000 18908.1 83750.0

1415 18890.6 26.1 0.0 37781.1 39326.6 1.000 1.000 18908.1 83750.0

1416 18890.6 103.7 -0.0 37781.1 39326.6 1.000 1.000 18960.1 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

15326 18890.6 62.3 0.0 37781.1 39326.6 1.000 1.000 18932.3 83750.0

15326 18890.6 62.3 -0.0 37781.1 39326.6 1.000 1.000 18932.3 83750.0

15327 18890.6 16.0 0.0 37781.1 39326.6 1.000 1.000 18901.3 83750.0

15327 18890.6 16.0 -0.0 37781.1 39326.6 1.000 1.000 18901.3 83750.0

15328 18890.6 18.2 0.0 37781.1 39326.6 1.000 1.000 18902.8 83750.0

15328 18890.6 18.2 -0.0 37781.1 39326.6 1.000 1.000 18902.8 83750.0

15329 18890.6 19.0 0.0 37781.1 39326.6 1.000 1.000 18903.3 83750.0

15329 18890.6 19.0 -0.0 37781.1 39326.6 1.000 1.000 18903.3 83750.0

15331 18890.6 75.8 0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0

15331 18890.6 75.8 -0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0

15325 18890.6 133.1 0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0

1360 18890.6 3235.0 -0.0 37781.1 39326.6 1.000 1.000 21058.0 83750.0

1423 18890.6 1529.1 0.0 37781.1 39326.6 1.000 1.000 19915.1 83750.0

1423 18890.6 1529.1 -0.0 37781.1 39326.6 1.000 1.000 19915.1 83750.0

1424 18890.6 1630.2 0.0 37781.1 39326.6 1.000 1.000 19982.8 83750.0

1424 18890.6 1630.2 -0.0 37781.1 39326.6 1.000 1.000 19982.8 83750.0

1425 18890.6 734.4 0.0 37781.1 39326.6 1.000 1.000 19382.6 83750.0

1425 18890.6 734.4 -0.0 37781.1 39326.6 1.000 1.000 19382.6 83750.0

1426 18890.6 57.9 0.0 37781.1 39326.6 1.000 1.000 18929.3 83750.0

1426 18890.6 57.9 -0.0 37781.1 39326.6 1.000 1.000 18929.3 83750.0

1427 18890.6 59.1 0.0 37781.1 39326.6 1.000 1.000 18930.2 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1427 18890.6 59.1 -0.0 37781.1 39326.6 1.000 1.000 18930.2 83750.0

1428 18890.6 27.9 0.0 37781.1 39326.6 1.000 1.000 18909.3 83750.0

1428 18890.6 27.9 -0.0 37781.1 39326.6 1.000 1.000 18909.3 83750.0

1429 18890.6 19.1 0.0 37781.1 39326.6 1.000 1.000 18903.3 83750.0

1429 18890.6 19.1 -0.0 37781.1 39326.6 1.000 1.000 18903.3 83750.0

16359 18890.6 75.9 0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0

16359 18890.6 75.9 -0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0

16360 18890.6 133.1 0.0 37781.1 39326.6 1.000 1.000 18979.8 83750.0

1347 18890.6 801.3 0.0 37781.1 39326.6 1.000 1.000 19427.5 83750.0

1435 18890.6 249.6 -0.0 37781.1 39326.6 1.000 1.000 19057.8 83750.0

1435 18890.6 249.6 0.0 37781.1 39326.6 1.000 1.000 19057.8 83750.0

1436 18890.6 323.4 -0.0 37781.1 39326.6 1.000 1.000 19107.2 83750.0

1436 18890.6 323.4 0.0 37781.1 39326.6 1.000 1.000 19107.2 83750.0

17370 18890.6 155.9 -0.0 37781.1 39326.6 1.000 1.000 18995.0 83750.0

17370 18890.6 155.9 0.0 37781.1 39326.6 1.000 1.000 18995.0 83750.017371 18890.6 62.7 -0.0 37781.1 39326.6 1.000 1.000 18932.6 83750.0

17371 18890.6 62.7 0.0 37781.1 39326.6 1.000 1.000 18932.6 83750.0

17372 18890.6 24.0 -0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.0

17372 18890.6 24.0 0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.0

17379 18890.6 77.5 -0.0 37781.1 39326.6 1.000 1.000 18942.5 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

17379 18890.6 77.5 0.0 37781.1 39326.6 1.000 1.000 18942.5 83750.0

17380 18890.6 133.9 -0.0 37781.1 39326.6 1.000 1.000 18980.3 83750.0

1380 18890.6 1226.9 4.3 37781.1 39326.6 1.000 1.000 19712.6 83750.0

1437 18890.6 886.1 -4.3 37781.1 39326.6 1.000 1.000 19484.2 83750.0

1437 18890.6 886.1 4.3 37781.1 39326.6 1.000 1.000 19484.2 83750.0

1438 18890.6 531.1 -4.3 37781.1 39326.6 1.000 1.000 19246.4 83750.0

1438 18890.6 1130.9 4.3 40635.0 39326.6 2.129 2.440 19648.3 83750.01439 18890.6 86.5 -2.0 38632.7 39326.6 2.129 2.440 18948.5 83750.0

1439 18890.6 86.5 2.0 38632.7 39326.6 2.129 2.440 18948.5 83750.0

18380 18890.6 3042.0 0.0 44296.1 39326.6 2.129 2.440 20928.7 83750.0

18380 18890.6 1428.5 -0.0 37781.1 39326.6 1.000 1.000 19847.7 83750.0

18389 18890.6 889.0 0.0 37781.1 39326.6 1.000 1.000 19486.2 83750.0

18389 18890.6 889.0 -0.0 37781.1 39326.6 1.000 1.000 19486.2 83750.0

18390 18890.6 129.9 0.0 37781.1 39326.6 1.000 1.000 18977.6 83750.0




STRESSES EXTENDED REPORT: Stresses on ElementsCASE 3 (SUS) W+P1


CODE STRESS CHECK PASSED : LOADCASE 3 ( SUS) W+P1




NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

10 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

11 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

11 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

12 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

12 18890.6 0.0 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.013 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

13 18890.6 0.0 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

14 18890.6 0.3 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0

14 18890.6 0.3 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0

15 18890.6 0.7 -0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

15 18890.6 0.7 0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0

16 18890.6 11.9 -0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0

16 18890.6 11.9 0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0

17 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0

17 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0

18 18890.6 23.0 -0.0 37781.1 39326.6 1.000 1.000 18906.0 83750.0

18 18890.6 23.0 0.0 37781.1 39326.6 1.000 1.000 18906.0 83750.019 18890.6 12.8 -0.0 37781.1 39326.6 1.000 1.000 18899.1 83750.0

19 18890.6 12.8 0.0 37781.1 39326.6 1.000 1.000 18899.1 83750.0

20 18890.6 48.5 -0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0

20 18890.6 48.5 0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0

30 18890.6 199.4 -0.0 37781.1 39326.6 1.000 1.000 19024.1 83750.0

50 18890.6 199.4 0.0 37781.1 39326.6 1.000 1.000 19024.1 83750.0

60 18890.6 48.5 -0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0

60 18890.6 48.5 0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0

61 18890.6 23.0 -0.0 37781.1 39326.6 1.000 1.000 18906.0 83750.0

61 18890.6 23.0 0.0 37781.1 39326.6 1.000 1.000 18906.0 83750.0

62 18890.6 24.9 -0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0

62 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0

63 18890.6 12.0 -0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0

63 18890.6 12.0 0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

64 18890.6 17.4 -0.0 37781.1 39326.6 1.000 1.000 18902.3 83750.0

64 18890.6 17.4 0.0 37781.1 39326.6 1.000 1.000 18902.3 83750.0

65 18890.6 41.8 -0.0 37781.1 39326.6 1.000 1.000 18918.6 83750.0

65 18890.6 41.8 0.0 37781.1 39326.6 1.000 1.000 18918.6 83750.0

66 18890.6 153.3 -0.0 37781.1 39326.6 1.000 1.000 18993.3 83750.0

66 18890.6 153.3 0.0 37781.1 39326.6 1.000 1.000 18993.3 83750.0

67 18890.6 809.2 -0.0 37781.1 39326.6 1.000 1.000 19432.7 83750.0

67 18890.6 809.2 0.0 37781.1 39326.6 1.000 1.000 19432.7 83750.0

68 18890.6 2921.0 -0.0 37781.1 39326.6 1.000 1.000 20847.6 83750.0

68 18890.6 2921.0 0.0 37781.1 39326.6 1.000 1.000 20847.6 83750.0

69 18890.6 5404.0 -0.0 37781.1 39326.6 1.000 1.000 22511.3 83750.0

69 18890.6 5404.0 0.0 37781.1 39326.6 1.000 1.000 22511.3 83750.0

71 18890.6 2959.9 -0.0 37781.1 39326.6 1.000 1.000 20873.7 83750.0

71 18890.6 6303.2 0.0 50543.8 39326.6 2.129 2.440 23113.7 83750.0

72 18890.6 6161.0 -0.4 50271.5 39326.6 2.129 2.440 23018.5 83750.0

72 18890.6 6161.0 0.4 50271.5 39326.6 2.129 2.440 23018.5 83750.0

70 18890.6 8642.1 -0.6 55024.7 39326.6 2.129 2.440 24680.8 83750.0

70 18890.6 4058.3 0.6 37781.1 39326.6 1.000 1.000 21609.6 83750.0

73 18890.6 413.1 -0.6 37781.1 39326.6 1.000 1.000 19167.3 83750.0

73 18890.6 413.1 0.6 37781.1 39326.6 1.000 1.000 19167.3 83750.0

74 18890.6 1095.8 -0.6 37781.1 39326.6 1.000 1.000 19624.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

74 18890.6 1095.8 0.6 37781.1 39326.6 1.000 1.000 19624.7 83750.0

75 18890.6 646.4 -0.6 37781.1 39326.6 1.000 1.000 19323.6 83750.0

75 18890.6 646.4 0.6 37781.1 39326.6 1.000 1.000 19323.6 83750.0

76 18890.6 23.7 -0.6 37781.1 39326.6 1.000 1.000 18906.4 83750.0

76 18890.6 23.7 0.6 37781.1 39326.6 1.000 1.000 18906.4 83750.0

77 18890.6 5.3 -0.6 37781.1 39326.6 1.000 1.000 18894.1 83750.0

77 18890.6 5.3 0.6 37781.1 39326.6 1.000 1.000 18894.1 83750.0

78 18890.6 4.5 -0.6 37781.1 39326.6 1.000 1.000 18893.6 83750.0

78 18890.6 4.5 0.6 37781.1 39326.6 1.000 1.000 18893.6 83750.0

79 18890.6 4.1 -0.6 37781.1 39326.6 1.000 1.000 18893.3 83750.0

79 18890.6 4.1 0.6 37781.1 39326.6 1.000 1.000 18893.3 83750.0

80 18890.6 29.3 -0.6 37781.1 39326.6 2.300 2.300 18910.2 83750.0

80 18890.6 8148.0 0.0 37781.1 39326.6 1.000 1.000 24349.7 83750.0

81 18890.6 477.2 -0.0 37781.1 39326.6 1.000 1.000 19210.3 83750.0

81 18890.6 477.2 0.0 37781.1 39326.6 1.000 1.000 19210.3 83750.089 18890.6 379.7 -0.0 37781.1 39326.6 1.000 1.000 19145.0 83750.0

89 18890.6 379.7 0.0 37781.1 39326.6 1.000 1.000 19145.0 83750.0

90 18890.6 1236.6 -0.0 37781.1 39326.6 1.000 1.000 19719.1 83750.0

90 18890.6 1236.6 0.0 37781.1 39326.6 1.000 1.000 19719.1 83750.0

100 18890.6 1044.5 -0.0 37781.1 39326.6 1.000 1.000 19590.4 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

120 18890.6 771.5 0.0 37781.1 39326.6 1.000 1.000 19407.5 83750.0

130 18890.6 244.7 -0.0 37781.1 39326.6 1.000 1.000 19054.5 83750.0

130 18890.6 244.7 0.0 37781.1 39326.6 1.000 1.000 19054.5 83750.0

131 18890.6 71.4 -0.0 37781.1 39326.6 1.000 1.000 18938.4 83750.0

131 18890.6 71.4 0.0 37781.1 39326.6 1.000 1.000 18938.4 83750.0

132 18890.6 35.7 -0.0 37781.1 39326.6 1.000 1.000 18914.5 83750.0

132 18890.6 35.7 0.0 37781.1 39326.6 1.000 1.000 18914.5 83750.0133 18890.6 80.9 -0.0 37781.1 39326.6 1.000 1.000 18944.8 83750.0

133 18890.6 80.9 0.0 37781.1 39326.6 1.000 1.000 18944.8 83750.0

134 18890.6 227.5 -0.0 37781.1 39326.6 1.000 1.000 19043.0 83750.0

134 18890.6 227.5 0.0 37781.1 39326.6 1.000 1.000 19043.0 83750.0

140 18890.6 399.5 -0.0 37781.1 39326.6 2.300 2.300 19158.2 83750.0

140 18890.6 155.1 0.0 37781.1 39326.6 1.000 1.000 18994.5 83750.0

145 18890.6 237.4 -0.0 37781.1 39326.6 2.300 2.300 19049.6 83750.0

145 18890.6 1.6 0.0 37781.1 39326.6 1.000 1.000 18891.6 83750.0

146 18890.6 0.4 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0

146 18890.6 0.4 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0

147 18890.6 0.1 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

147 18890.6 0.1 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

148 18890.6 0.1 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

148 18890.6 0.1 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

202 18890.6 414.4 0.1 37781.1 39326.6 1.000 1.000 19168.2 83750.0

203 18890.6 772.4 -0.1 37781.1 39326.6 1.000 1.000 19408.1 83750.0

203 18890.6 772.4 0.1 37781.1 39326.6 1.000 1.000 19408.1 83750.0

210 18890.6 1289.8 -0.1 37781.1 39326.6 2.300 2.300 19754.8 83750.0

210 18890.6 3097.8 0.1 37781.1 39326.6 1.000 1.000 20966.1 83750.0

211 18890.6 887.1 -0.1 37781.1 39326.6 1.000 1.000 19484.9 83750.0

211 18890.6 887.1 0.1 37781.1 39326.6 1.000 1.000 19484.9 83750.0212 18890.6 608.8 -0.1 37781.1 39326.6 1.000 1.000 19298.4 83750.0

212 18890.6 608.8 0.1 37781.1 39326.6 1.000 1.000 19298.4 83750.0

213 18890.6 198.9 -0.1 37781.1 39326.6 1.000 1.000 19023.8 83750.0

213 18890.6 198.9 0.1 37781.1 39326.6 1.000 1.000 19023.8 83750.0

219 18890.6 117.4 -0.1 37781.1 39326.6 1.000 1.000 18969.2 83750.0

219 18890.6 117.4 0.1 37781.1 39326.6 1.000 1.000 18969.2 83750.0

220 18890.6 60.3 -0.1 37781.1 39326.6 1.000 1.000 18931.0 83750.0

220 18890.6 60.3 0.1 37781.1 39326.6 1.000 1.000 18931.0 83750.0

230 18890.6 199.5 -0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0

250 18890.6 199.5 0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0

260 18890.6 53.9 -0.1 37781.1 39326.6 1.000 1.000 18926.7 83750.0

260 18890.6 53.9 0.1 37781.1 39326.6 1.000 1.000 18926.7 83750.0

261 18890.6 24.1 -0.1 37781.1 39326.6 1.000 1.000 18906.7 83750.0

261 18890.6 24.1 0.1 37781.1 39326.6 1.000 1.000 18906.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

262 18890.6 24.9 -0.1 37781.1 39326.6 1.000 1.000 18907.2 83750.0

262 18890.6 24.9 0.1 37781.1 39326.6 1.000 1.000 18907.2 83750.0

263 18890.6 11.9 -0.1 37781.1 39326.6 1.000 1.000 18898.5 83750.0

263 18890.6 11.9 0.1 37781.1 39326.6 1.000 1.000 18898.5 83750.0

264 18890.6 1.0 -0.1 37781.1 39326.6 1.000 1.000 18891.2 83750.0

264 18890.6 1.0 0.1 37781.1 39326.6 1.000 1.000 18891.2 83750.0

265 18890.6 0.8 -0.1 37781.1 39326.6 1.000 1.000 18891.1 83750.0

265 18890.6 0.8 0.1 37781.1 39326.6 1.000 1.000 18891.1 83750.0

266 18890.6 2.3 -0.1 37781.1 39326.6 1.000 1.000 18892.1 83750.0

266 18890.6 2.3 0.1 37781.1 39326.6 1.000 1.000 18892.1 83750.0

267 18890.6 7.0 -0.1 37781.1 39326.6 1.000 1.000 18895.3 83750.0

267 18890.6 7.0 0.1 37781.1 39326.6 1.000 1.000 18895.3 83750.0

268 18890.6 21.6 -0.1 37781.1 39326.6 1.000 1.000 18905.1 83750.0

268 18890.6 21.6 0.1 37781.1 39326.6 1.000 1.000 18905.1 83750.0

270 18890.6 183.0 -0.1 37781.1 39326.6 2.300 2.300 19013.2 83750.0

270 18890.6 300.2 -0.6 37781.1 39326.6 1.000 1.000 19091.7 83750.0

271 18890.6 85.1 0.6 37781.1 39326.6 1.000 1.000 18947.6 83750.0

271 18890.6 85.1 -0.6 37781.1 39326.6 1.000 1.000 18947.6 83750.0

272 18890.6 78.7 0.6 37781.1 39326.6 1.000 1.000 18943.3 83750.0

272 18890.6 78.7 -0.6 37781.1 39326.6 1.000 1.000 18943.3 83750.0

273 18890.6 737.7 0.6 37781.1 39326.6 1.000 1.000 19384.8 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

273 18890.6 737.7 -0.6 37781.1 39326.6 1.000 1.000 19384.8 83750.0

274 18890.6 1829.2 0.6 37781.1 39326.6 1.000 1.000 20116.1 83750.0

274 18890.6 1829.2 -0.6 37781.1 39326.6 1.000 1.000 20116.1 83750.0

277 18890.6 2302.5 0.6 37781.1 39326.6 1.000 1.000 20433.3 83750.0

277 18890.6 2302.5 -0.6 37781.1 39326.6 1.000 1.000 20433.3 83750.0

281 18890.6 1607.2 0.6 37781.1 39326.6 1.000 1.000 19967.4 83750.0

281 18890.6 4120.9 -0.6 46440.7 39326.6 2.564 2.938 21651.6 83750.0

282 18890.6 7587.5 0.5 52918.5 39326.6 2.564 2.938 23974.2 83750.0

282 18890.6 7587.5 -0.5 52918.5 39326.6 2.564 2.938 23974.2 83750.0

275 18890.6 1900.5 0.3 42291.6 39326.6 2.564 2.938 20163.9 83750.0

275 18890.6 741.2 -0.3 37781.1 39326.6 1.000 1.000 19387.2 83750.0

278 18890.6 3272.3 0.3 37781.1 39326.6 1.000 1.000 21083.0 83750.0

278 18890.6 3272.3 -0.3 37781.1 39326.6 1.000 1.000 21083.0 83750.0

279 18890.6 1694.6 0.3 37781.1 39326.6 1.000 1.000 20026.0 83750.0

279 18890.6 1694.6 -0.3 37781.1 39326.6 1.000 1.000 20026.0 83750.0283 18890.6 1574.8 0.3 37781.1 39326.6 1.000 1.000 19945.7 83750.0

283 18890.6 1574.8 -0.3 37781.1 39326.6 1.000 1.000 19945.7 83750.0

284 18890.6 3072.8 0.3 37781.1 39326.6 1.000 1.000 20949.3 83750.0

284 18890.6 3072.8 -0.3 37781.1 39326.6 1.000 1.000 20949.3 83750.0

285 18890.6 887.3 0.3 37781.1 39326.6 1.000 1.000 19485.1 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

285 18890.6 2275.1 -0.3 42991.6 39326.6 2.564 2.938 20414.9 83750.0

286 18890.6 7538.3 0.2 52826.6 39326.6 2.564 2.938 23941.3 83750.0

286 18890.6 7538.3 -0.2 52826.6 39326.6 2.564 2.938 23941.3 83750.0

276 18890.6 3696.4 0.1 45647.4 39326.6 2.564 2.938 21367.1 83750.0

276 18890.6 1441.7 -0.1 37781.1 39326.6 1.000 1.000 19856.5 83750.0

287 18890.6 2476.9 0.1 37781.1 39326.6 1.000 1.000 20550.1 83750.0

287 18890.6 2476.9 -0.1 37781.1 39326.6 1.000 1.000 20550.1 83750.0288 18890.6 1908.4 0.1 37781.1 39326.6 1.000 1.000 20169.2 83750.0

288 18890.6 1908.4 -0.1 37781.1 39326.6 1.000 1.000 20169.2 83750.0

289 18890.6 752.0 0.1 37781.1 39326.6 1.000 1.000 19394.4 83750.0

289 18890.6 752.0 -0.1 37781.1 39326.6 1.000 1.000 19394.4 83750.0

291 18890.6 78.5 0.1 37781.1 39326.6 1.000 1.000 18943.1 83750.0

291 18890.6 78.5 -0.1 37781.1 39326.6 1.000 1.000 18943.1 83750.0

292 18890.6 12.4 0.1 37781.1 39326.6 1.000 1.000 18898.9 83750.0

292 18890.6 12.4 -0.1 37781.1 39326.6 1.000 1.000 18898.9 83750.0

293 18890.6 5.5 0.1 37781.1 39326.6 1.000 1.000 18894.3 83750.0

293 18890.6 5.5 -0.1 37781.1 39326.6 1.000 1.000 18894.3 83750.0

280 18890.6 15.0 0.1 37781.1 39326.6 2.300 2.300 18900.6 83750.0

280 18890.6 87.4 -0.4 37781.1 39326.6 1.000 1.000 18949.1 83750.0

294 18890.6 72.3 0.4 37781.1 39326.6 1.000 1.000 18939.0 83750.0

294 18890.6 72.3 -0.4 37781.1 39326.6 1.000 1.000 18939.0 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

295 18890.6 14.8 0.4 37781.1 39326.6 1.000 1.000 18900.4 83750.0

295 18890.6 14.8 -0.4 37781.1 39326.6 1.000 1.000 18900.4 83750.0

296 18890.6 25.1 0.4 37781.1 39326.6 1.000 1.000 18907.4 83750.0

296 18890.6 25.1 -0.4 37781.1 39326.6 1.000 1.000 18907.4 83750.0

297 18890.6 23.3 0.4 37781.1 39326.6 1.000 1.000 18906.2 83750.0

297 18890.6 23.3 -0.4 37781.1 39326.6 1.000 1.000 18906.2 83750.0

298 18890.6 13.0 0.4 37781.1 39326.6 1.000 1.000 18899.3 83750.0

298 18890.6 13.0 -0.4 37781.1 39326.6 1.000 1.000 18899.3 83750.0

290 18890.6 48.6 0.4 37781.1 39326.6 1.000 1.000 18923.1 83750.0

290 18890.6 48.6 -0.4 37781.1 39326.6 1.000 1.000 18923.1 83750.0

300 18890.6 199.4 0.4 37781.1 39326.6 1.000 1.000 19024.1 83750.0

320 18890.6 199.4 -0.4 37781.1 39326.6 1.000 1.000 19024.1 83750.0

330 18890.6 48.5 0.4 37781.1 39326.6 1.000 1.000 18923.1 83750.0

330 18890.6 48.5 -0.4 37781.1 39326.6 1.000 1.000 18923.1 83750.0

331 18890.6 23.0 0.4 37781.1 39326.6 1.000 1.000 18906.0 83750.0

331 18890.6 23.0 -0.4 37781.1 39326.6 1.000 1.000 18906.0 83750.0

332 18890.6 24.9 0.4 37781.1 39326.6 1.000 1.000 18907.2 83750.0

332 18890.6 24.9 -0.4 37781.1 39326.6 1.000 1.000 18907.2 83750.0

333 18890.6 11.8 0.4 37781.1 39326.6 1.000 1.000 18898.5 83750.0

333 18890.6 11.8 -0.4 37781.1 39326.6 1.000 1.000 18898.5 83750.0

334 18890.6 1.2 0.4 37781.1 39326.6 1.000 1.000 18891.4 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

334 18890.6 1.2 -0.4 37781.1 39326.6 1.000 1.000 18891.4 83750.0

335 18890.6 2.3 0.4 37781.1 39326.6 1.000 1.000 18892.1 83750.0

335 18890.6 2.3 -0.4 37781.1 39326.6 1.000 1.000 18892.1 83750.0

336 18890.6 6.2 0.4 37781.1 39326.6 1.000 1.000 18894.8 83750.0

336 18890.6 6.2 -0.4 37781.1 39326.6 1.000 1.000 18894.8 83750.0

337 18890.6 22.8 0.4 37781.1 39326.6 1.000 1.000 18905.8 83750.0

337 18890.6 22.8 -0.4 37781.1 39326.6 1.000 1.000 18905.8 83750.0

338 18890.6 131.3 0.4 37781.1 39326.6 1.000 1.000 18978.5 83750.0

338 18890.6 131.3 -0.4 37781.1 39326.6 1.000 1.000 18978.5 83750.0

339 18890.6 1057.5 0.4 37781.1 39326.6 1.000 1.000 19599.1 83750.0

339 18890.6 1057.5 -0.4 37781.1 39326.6 1.000 1.000 19599.1 83750.0

341 18890.6 2927.1 0.4 37781.1 39326.6 1.000 1.000 20851.7 83750.0

341 18890.6 2927.1 -0.4 37781.1 39326.6 1.000 1.000 20851.7 83750.0

342 18890.6 4249.2 0.4 37781.1 39326.6 1.000 1.000 21737.5 83750.0

342 18890.6 4249.2 -0.4 37781.1 39326.6 1.000 1.000 21737.5 83750.0343 18890.6 770.7 0.4 37781.1 39326.6 1.000 1.000 19406.9 83750.0

343 18890.6 1641.1 -0.4 41612.5 39326.6 2.129 2.440 19990.1 83750.0

344 18890.6 8890.0 0.2 55499.7 39326.6 2.129 2.440 24846.9 83750.0

344 18890.6 8890.0 -0.2 55499.7 39326.6 2.129 2.440 24846.9 83750.0

340 18890.6 1793.9 0.0 41905.2 39326.6 2.129 2.440 20092.5 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

340 18890.6 842.4 -0.0 37781.1 39326.6 1.000 1.000 19455.0 83750.0

345 18890.6 4198.0 0.0 37781.1 39326.6 1.000 1.000 21703.2 83750.0

345 18890.6 4198.0 -0.0 37781.1 39326.6 1.000 1.000 21703.2 83750.0

346 18890.6 2908.5 0.0 37781.1 39326.6 1.000 1.000 20839.2 83750.0

346 18890.6 2908.5 -0.0 37781.1 39326.6 1.000 1.000 20839.2 83750.0

347 18890.6 1055.8 0.0 37781.1 39326.6 1.000 1.000 19597.9 83750.0

347 18890.6 1055.8 -0.0 37781.1 39326.6 1.000 1.000 19597.9 83750.0348 18890.6 130.3 0.0 37781.1 39326.6 1.000 1.000 18977.9 83750.0

348 18890.6 130.3 -0.0 37781.1 39326.6 1.000 1.000 18977.9 83750.0

349 18890.6 23.5 0.0 37781.1 39326.6 1.000 1.000 18906.3 83750.0

349 18890.6 23.5 -0.0 37781.1 39326.6 1.000 1.000 18906.3 83750.0

351 18890.6 5.0 0.0 37781.1 39326.6 1.000 1.000 18893.9 83750.0

351 18890.6 5.0 -0.0 37781.1 39326.6 1.000 1.000 18893.9 83750.0

352 18890.6 0.8 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0

352 18890.6 0.8 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0

353 18890.6 0.1 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

353 18890.6 0.1 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

354 18890.6 1.1 0.0 37781.1 39326.6 1.000 1.000 18891.3 83750.0

354 18890.6 1.1 -0.0 37781.1 39326.6 1.000 1.000 18891.3 83750.0

355 18890.6 4.4 0.0 37781.1 39326.6 1.000 1.000 18893.5 83750.0

355 18890.6 4.4 -0.0 37781.1 39326.6 1.000 1.000 18893.5 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

350 18890.6 37.8 0.0 37781.1 39326.6 2.300 2.300 18915.9 83750.0

350 18890.6 17.7 -0.0 37781.1 39326.6 1.000 1.000 18902.4 83750.0

356 18890.6 5.1 0.0 37781.1 39326.6 1.000 1.000 18894.0 83750.0

356 18890.6 5.1 -0.0 37781.1 39326.6 1.000 1.000 18894.0 83750.0

357 18890.6 2.6 0.0 37781.1 39326.6 1.000 1.000 18892.3 83750.0

357 18890.6 2.6 -0.0 37781.1 39326.6 1.000 1.000 18892.3 83750.0

358 18890.6 5.6 0.0 37781.1 39326.6 1.000 1.000 18894.3 83750.0

358 18890.6 5.6 -0.0 37781.1 39326.6 1.000 1.000 18894.3 83750.0

359 18890.6 23.9 0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.0

359 18890.6 23.9 -0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.0

361 18890.6 131.3 0.0 37781.1 39326.6 1.000 1.000 18978.5 83750.0

361 18890.6 131.3 -0.0 37781.1 39326.6 1.000 1.000 18978.5 83750.0

362 18890.6 1058.9 0.0 37781.1 39326.6 1.000 1.000 19600.0 83750.0

362 18890.6 1058.9 -0.0 37781.1 39326.6 1.000 1.000 19600.0 83750.0

363 18890.6 2923.4 0.0 37781.1 39326.6 1.000 1.000 20849.3 83750.0

363 18890.6 2923.4 -0.0 37781.1 39326.6 1.000 1.000 20849.3 83750.0

364 18890.6 4230.4 0.0 37781.1 39326.6 1.000 1.000 21724.9 83750.0

364 18890.6 4230.4 -0.0 37781.1 39326.6 1.000 1.000 21724.9 83750.0

365 18890.6 812.7 0.0 37781.1 39326.6 1.000 1.000 19435.1 83750.0

365 18890.6 1730.7 -0.0 41784.1 39326.6 2.129 2.440 20050.1 83750.0

366 18890.6 8909.9 0.0 55537.7 39326.6 2.129 2.440 24860.2 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

376 18890.6 0.7 0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0

377 18890.6 3.3 -0.0 37781.1 39326.6 1.000 1.000 18892.8 83750.0

377 18890.6 3.3 0.0 37781.1 39326.6 1.000 1.000 18892.8 83750.0

370 18890.6 28.3 -0.0 37781.1 39326.6 2.300 2.300 18909.6 83750.0

370 18890.6 7.5 -0.1 37781.1 39326.6 1.000 1.000 18895.6 83750.0

378 18890.6 2.1 0.1 37781.1 39326.6 1.000 1.000 18892.0 83750.0

378 18890.6 2.1 -0.1 37781.1 39326.6 1.000 1.000 18892.0 83750.0379 18890.6 0.4 0.1 37781.1 39326.6 1.000 1.000 18890.8 83750.0

379 18890.6 0.4 -0.1 37781.1 39326.6 1.000 1.000 18890.8 83750.0

381 18890.6 0.5 0.1 37781.1 39326.6 1.000 1.000 18890.9 83750.0

381 18890.6 0.5 -0.1 37781.1 39326.6 1.000 1.000 18890.9 83750.0

382 18890.6 3.7 0.1 37781.1 39326.6 1.000 1.000 18893.1 83750.0

382 18890.6 3.7 -0.1 37781.1 39326.6 1.000 1.000 18893.1 83750.0

389 18890.6 17.7 0.1 37781.1 39326.6 1.000 1.000 18902.4 83750.0

389 18890.6 17.7 -0.1 37781.1 39326.6 1.000 1.000 18902.4 83750.0

391 18890.6 98.1 0.1 37781.1 39326.6 1.000 1.000 18956.3 83750.0

391 18890.6 98.1 -0.1 37781.1 39326.6 1.000 1.000 18956.3 83750.0

392 18890.6 809.8 0.1 37781.1 39326.6 1.000 1.000 19433.1 83750.0

392 18890.6 809.8 -0.1 37781.1 39326.6 1.000 1.000 19433.1 83750.0

393 18890.6 2208.1 0.1 37781.1 39326.6 1.000 1.000 20370.0 83750.0

393 18890.6 2208.1 -0.1 37781.1 39326.6 1.000 1.000 20370.0 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

394 18890.6 3148.6 0.1 37781.1 39326.6 1.000 1.000 21000.1 83750.0

394 18890.6 3148.6 -0.1 37781.1 39326.6 1.000 1.000 21000.1 83750.0

395 18890.6 763.1 0.1 37781.1 39326.6 1.000 1.000 19401.9 83750.0

395 18890.6 1956.7 -0.1 42396.5 39326.6 2.564 2.938 20201.5 83750.0

396 18890.6 4099.8 -0.6 46401.2 39326.6 2.564 2.938 21637.4 83750.0

396 18890.6 4099.8 0.6 46401.2 39326.6 2.564 2.938 21637.4 83750.0

380 18890.6 6314.7 1.6 50540.0 39326.6 2.564 2.938 23121.4 83750.0

380 18890.6 2462.8 -1.6 37781.1 39326.6 1.000 1.000 20540.7 83750.0

383 18890.6 5431.0 1.6 37781.1 39326.6 1.000 1.000 22529.4 83750.0

383 18890.6 5431.0 -1.6 37781.1 39326.6 1.000 1.000 22529.4 83750.0

384 18890.6 3000.6 1.6 37781.1 39326.6 1.000 1.000 20901.0 83750.0

384 18890.6 3000.6 -1.6 37781.1 39326.6 1.000 1.000 20901.0 83750.0

397 18890.6 787.2 1.6 37781.1 39326.6 1.000 1.000 19418.0 83750.0

397 18890.6 787.2 -1.6 37781.1 39326.6 1.000 1.000 19418.0 83750.0

398 18890.6 712.7 1.6 37781.1 39326.6 1.000 1.000 19368.1 83750.0

398 18890.6 712.7 -1.6 37781.1 39326.6 1.000 1.000 19368.1 83750.0

399 18890.6 2097.1 1.6 37781.1 39326.6 1.000 1.000 20295.6 83750.0

399 18890.6 2097.1 -1.6 37781.1 39326.6 1.000 1.000 20295.6 83750.0

401 18890.6 3146.7 1.6 37781.1 39326.6 1.000 1.000 20998.8 83750.0

401 18890.6 3146.7 -1.6 37781.1 39326.6 1.000 1.000 20998.8 83750.0

402 18890.6 333.8 1.6 37781.1 39326.6 1.000 1.000 19114.2 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

402 18890.6 856.2 -1.6 40339.6 39326.6 2.564 2.938 19464.2 83750.0

403 18890.6 6348.0 0.5 50602.4 39326.6 2.564 2.938 23143.8 83750.0

403 18890.6 6348.0 -0.5 50602.4 39326.6 2.564 2.938 23143.8 83750.0

385 18890.6 4129.6 0.6 46457.0 39326.6 2.564 2.938 21657.4 83750.0

385 18890.6 1610.6 -0.6 37781.1 39326.6 1.000 1.000 19969.7 83750.0

387 18890.6 1612.7 0.6 37781.1 39326.6 1.000 1.000 19971.1 83750.0

387 18890.6 1612.7 -0.6 37781.1 39326.6 1.000 1.000 19971.1 83750.0

388 18890.6 922.1 0.6 37781.1 39326.6 1.000 1.000 19508.4 83750.0

388 18890.6 922.1 -0.6 37781.1 39326.6 1.000 1.000 19508.4 83750.0

404 18890.6 2169.5 0.6 37781.1 39326.6 1.000 1.000 20344.2 83750.0

404 18890.6 2169.5 -0.6 37781.1 39326.6 1.000 1.000 20344.2 83750.0

405 18890.6 3805.4 0.6 37781.1 39326.6 1.000 1.000 21440.2 83750.0

405 18890.6 3805.4 -0.6 37781.1 39326.6 1.000 1.000 21440.2 83750.0

406 18890.6 13.7 0.6 37781.1 39326.6 1.000 1.000 18899.7 83750.0

406 18890.6 35.1 -0.6 38805.7 39326.6 2.564 2.938 18914.1 83750.0407 18890.6 6895.7 0.4 51625.7 39326.6 2.564 2.938 23510.7 83750.0

407 18890.6 6895.7 -0.4 51625.7 39326.6 2.564 2.938 23510.7 83750.0

386 18890.6 5564.5 0.1 49138.3 39326.6 2.564 2.938 22618.8 83750.0

386 18890.6 2170.3 -0.1 37781.1 39326.6 1.000 1.000 20344.6 83750.0

408 18890.6 1220.3 0.1 37781.1 39326.6 1.000 1.000 19708.2 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

408 18890.6 1220.3 -0.1 37781.1 39326.6 1.000 1.000 19708.2 83750.0

409 18890.6 1237.9 0.1 37781.1 39326.6 1.000 1.000 19719.9 83750.0

409 18890.6 1237.9 -0.1 37781.1 39326.6 1.000 1.000 19719.9 83750.0

411 18890.6 570.4 0.1 37781.1 39326.6 1.000 1.000 19272.8 83750.0

411 18890.6 570.4 -0.1 37781.1 39326.6 1.000 1.000 19272.8 83750.0

412 18890.6 42.7 0.1 37781.1 39326.6 1.000 1.000 18919.1 83750.0

412 18890.6 42.7 -0.1 37781.1 39326.6 1.000 1.000 18919.1 83750.0413 18890.6 11.1 0.1 37781.1 39326.6 1.000 1.000 18898.0 83750.0

413 18890.6 11.1 -0.1 37781.1 39326.6 1.000 1.000 18898.0 83750.0

414 18890.6 3.9 0.1 37781.1 39326.6 1.000 1.000 18893.2 83750.0

414 18890.6 3.9 -0.1 37781.1 39326.6 1.000 1.000 18893.2 83750.0

415 18890.6 12.4 0.1 37781.1 39326.6 1.000 1.000 18898.9 83750.0

415 18890.6 12.4 -0.1 37781.1 39326.6 1.000 1.000 18898.9 83750.0

416 18890.6 24.7 0.1 37781.1 39326.6 1.000 1.000 18907.1 83750.0

416 18890.6 24.7 -0.1 37781.1 39326.6 1.000 1.000 18907.1 83750.0

417 18890.6 22.9 0.1 37781.1 39326.6 1.000 1.000 18905.9 83750.0

417 18890.6 22.9 -0.1 37781.1 39326.6 1.000 1.000 18905.9 83750.0

418 18890.6 13.2 0.1 37781.1 39326.6 1.000 1.000 18899.4 83750.0

418 18890.6 13.2 -0.1 37781.1 39326.6 1.000 1.000 18899.4 83750.0

390 18890.6 48.7 0.1 37781.1 39326.6 1.000 1.000 18923.2 83750.0

390 18890.6 48.7 -0.1 37781.1 39326.6 1.000 1.000 18923.2 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

400 18890.6 199.5 0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0

420 18890.6 199.6 -0.1 37781.1 39326.6 1.000 1.000 19024.3 83750.0

430 18890.6 50.8 0.1 37781.1 39326.6 1.000 1.000 18924.6 83750.0

430 18890.6 50.8 -0.1 37781.1 39326.6 1.000 1.000 18924.6 83750.0

431 18890.6 89.0 0.1 37781.1 39326.6 1.000 1.000 18950.2 83750.0

431 18890.6 89.0 -0.1 37781.1 39326.6 1.000 1.000 18950.2 83750.0

432 18890.6 220.8 0.1 37781.1 39326.6 1.000 1.000 19038.5 83750.0

432 18890.6 220.8 -0.1 37781.1 39326.6 1.000 1.000 19038.5 83750.0

433 18890.6 282.7 0.1 37781.1 39326.6 1.000 1.000 19080.0 83750.0

433 18890.6 282.7 -0.1 37781.1 39326.6 1.000 1.000 19080.0 83750.0

434 18890.6 2356.5 0.1 37781.1 39326.6 1.000 1.000 20469.4 83750.0

434 18890.6 2356.5 -0.1 37781.1 39326.6 1.000 1.000 20469.4 83750.0

440 18890.6 10962.9 0.1 37781.1 39326.6 2.300 2.300 26235.7 83750.0

440 18890.6 4882.6 -0.0 37781.1 39326.6 1.000 1.000 22161.9 83750.0

441 18890.6 2430.7 0.0 37781.1 39326.6 1.000 1.000 20519.1 83750.0

441 18890.6 2430.7 -0.0 37781.1 39326.6 1.000 1.000 20519.1 83750.0

442 18890.6 1548.9 0.0 37781.1 39326.6 1.000 1.000 19928.3 83750.0

442 18890.6 1548.9 -0.0 37781.1 39326.6 1.000 1.000 19928.3 83750.0

443 18890.6 501.2 0.0 37781.1 39326.6 1.000 1.000 19226.4 83750.0

443 18890.6 501.2 -0.0 37781.1 39326.6 1.000 1.000 19226.4 83750.0

444 18890.6 300.1 0.0 37781.1 39326.6 1.000 1.000 19091.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

444 18890.6 300.1 -0.0 37781.1 39326.6 1.000 1.000 19091.7 83750.0

445 18890.6 110.3 0.0 37781.1 39326.6 1.000 1.000 18964.5 83750.0

445 18890.6 110.3 -0.0 37781.1 39326.6 1.000 1.000 18964.5 83750.0

450 18890.6 228.5 0.0 37781.1 39326.6 1.000 1.000 19043.6 83750.0

470 18890.6 235.1 -0.0 37781.1 39326.6 1.000 1.000 19048.1 83750.0

480 18890.6 57.5 0.0 37781.1 39326.6 1.000 1.000 18929.1 83750.0

480 18890.6 57.5 -0.0 37781.1 39326.6 1.000 1.000 18929.1 83750.0

481 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.2 83750.0

481 18890.6 24.9 -0.0 37781.1 39326.6 1.000 1.000 18907.2 83750.0

482 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.2 83750.0

482 18890.6 24.9 -0.0 37781.1 39326.6 1.000 1.000 18907.2 83750.0

483 18890.6 12.0 0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0

483 18890.6 12.0 -0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0

484 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0

484 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0489 18890.6 0.2 0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0

489 18890.6 0.2 -0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0

491 18890.6 0.1 0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

491 18890.6 0.1 -0.0 37781.1 39326.6 1.000 1.000 18890.6 83750.0

492 18890.6 0.2 0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

492 18890.6 0.2 -0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0

493 18890.6 0.4 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0

493 18890.6 0.4 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0

494 18890.6 2.8 0.0 37781.1 39326.6 1.000 1.000 18892.5 83750.0

494 18890.6 2.8 -0.0 37781.1 39326.6 1.000 1.000 18892.5 83750.0

495 18890.6 13.5 0.0 37781.1 39326.6 1.000 1.000 18899.6 83750.0

495 18890.6 13.5 -0.0 37781.1 39326.6 1.000 1.000 18899.6 83750.0496 18890.6 75.0 0.0 37781.1 39326.6 1.000 1.000 18940.8 83750.0

496 18890.6 75.0 -0.0 37781.1 39326.6 1.000 1.000 18940.8 83750.0

497 18890.6 750.3 0.0 37781.1 39326.6 1.000 1.000 19393.3 83750.0

497 18890.6 750.3 -0.0 37781.1 39326.6 1.000 1.000 19393.3 83750.0

501 18890.6 1854.4 0.0 37781.1 39326.6 1.000 1.000 20133.0 83750.0

501 18890.6 1854.4 -0.0 37781.1 39326.6 1.000 1.000 20133.0 83750.0

502 18890.6 2314.0 0.0 37781.1 39326.6 1.000 1.000 20440.9 83750.0

502 18890.6 2314.0 -0.0 37781.1 39326.6 1.000 1.000 20440.9 83750.0

503 18890.6 1698.3 0.0 37781.1 39326.6 1.000 1.000 20028.4 83750.0

503 18890.6 4354.4 -0.0 46877.0 39326.6 2.564 2.938 21808.0 83750.0

504 18890.6 7810.9 0.0 53336.0 39326.6 2.564 2.938 24123.9 83750.0

504 18890.6 7810.9 -0.0 53336.0 39326.6 2.564 2.938 24123.9 83750.0

485 18890.6 1852.3 0.0 42201.5 39326.6 2.564 2.938 20131.6 83750.0

485 18890.6 722.4 -0.0 37781.1 39326.6 1.000 1.000 19374.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

487 18890.6 3460.8 0.0 37781.1 39326.6 1.000 1.000 21209.3 83750.0

487 18890.6 3460.8 -0.0 37781.1 39326.6 1.000 1.000 21209.3 83750.0

488 18890.6 1953.1 0.0 37781.1 39326.6 1.000 1.000 20199.2 83750.0

488 18890.6 1953.1 -0.0 37781.1 39326.6 1.000 1.000 20199.2 83750.0

505 18890.6 1804.3 0.0 37781.1 39326.6 1.000 1.000 20099.5 83750.0

505 18890.6 1804.3 -0.0 37781.1 39326.6 1.000 1.000 20099.5 83750.0

506 18890.6 3199.2 0.0 37781.1 39326.6 1.000 1.000 21034.0 83750.0

506 18890.6 3199.2 -0.0 37781.1 39326.6 1.000 1.000 21034.0 83750.0

507 18890.6 916.1 0.0 37781.1 39326.6 1.000 1.000 19504.3 83750.0

507 18890.6 2348.8 -0.0 43129.4 39326.6 2.564 2.938 20464.3 83750.0

508 18890.6 7746.4 0.0 53215.5 39326.6 2.564 2.938 24080.7 83750.0

508 18890.6 7746.4 -0.0 53215.5 39326.6 2.564 2.938 24080.7 83750.0

486 18890.6 3792.6 0.0 45827.2 39326.6 2.564 2.938 21431.6 83750.0

486 18890.6 1479.2 -0.0 37781.1 39326.6 1.000 1.000 19881.6 83750.0

509 18890.6 2544.8 0.0 37781.1 39326.6 1.000 1.000 20595.6 83750.0

509 18890.6 2544.8 -0.0 37781.1 39326.6 1.000 1.000 20595.6 83750.0

511 18890.6 1960.3 0.0 37781.1 39326.6 1.000 1.000 20204.0 83750.0

511 18890.6 1960.3 -0.0 37781.1 39326.6 1.000 1.000 20204.0 83750.0

512 18890.6 772.0 0.0 37781.1 39326.6 1.000 1.000 19407.8 83750.0

512 18890.6 772.0 -0.0 37781.1 39326.6 1.000 1.000 19407.8 83750.0

513 18890.6 82.6 0.0 37781.1 39326.6 1.000 1.000 18945.9 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

513 18890.6 82.6 -0.0 37781.1 39326.6 1.000 1.000 18945.9 83750.0

514 18890.6 17.3 0.0 37781.1 39326.6 1.000 1.000 18902.1 83750.0

514 18890.6 17.3 -0.0 37781.1 39326.6 1.000 1.000 18902.1 83750.0

515 18890.6 4.7 0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0

515 18890.6 4.7 -0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0

516 18890.6 2.1 0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0

516 18890.6 2.1 -0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0

490 18890.6 1.9 0.0 37781.1 39326.6 2.300 2.300 18891.8 83750.0

490 18890.6 20.5 0.2 37781.1 39326.6 1.000 1.000 18904.3 83750.0

498 18890.6 16.6 -0.2 37781.1 39326.6 1.000 1.000 18901.7 83750.0

498 18890.6 16.6 0.2 37781.1 39326.6 1.000 1.000 18901.7 83750.0

499 18890.6 27.8 -0.2 37781.1 39326.6 1.000 1.000 18909.2 83750.0

499 18890.6 27.8 0.2 37781.1 39326.6 1.000 1.000 18909.2 83750.0

517 18890.6 135.4 -0.2 37781.1 39326.6 1.000 1.000 18981.3 83750.0

517 18890.6 135.4 0.2 37781.1 39326.6 1.000 1.000 18981.3 83750.0518 18890.6 1048.6 -0.2 37781.1 39326.6 1.000 1.000 19593.1 83750.0

518 18890.6 1048.6 0.2 37781.1 39326.6 1.000 1.000 19593.1 83750.0

519 18890.6 2943.4 -0.2 37781.1 39326.6 1.000 1.000 20862.6 83750.0

519 18890.6 2943.4 0.2 37781.1 39326.6 1.000 1.000 20862.6 83750.0

521 18890.6 4340.7 -0.2 37781.1 39326.6 1.000 1.000 21798.8 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

521 18890.6 4340.7 0.2 37781.1 39326.6 1.000 1.000 21798.8 83750.0

522 18890.6 556.9 -0.2 37781.1 39326.6 1.000 1.000 19263.7 83750.0

522 18890.6 1186.0 0.2 40740.5 39326.6 2.129 2.440 19685.2 83750.0

523 18890.6 8780.0 -0.1 55288.9 39326.6 2.129 2.440 24773.2 83750.0

523 18890.6 8780.0 0.1 55288.9 39326.6 2.129 2.440 24773.2 83750.0

500 18890.6 2204.9 -0.0 42692.4 39326.6 2.129 2.440 20367.8 83750.0

500 18890.6 1035.4 0.0 37781.1 39326.6 1.000 1.000 19584.3 83750.0524 18890.6 4000.5 -0.0 37781.1 39326.6 1.000 1.000 21570.9 83750.0

524 18890.6 4000.5 0.0 37781.1 39326.6 1.000 1.000 21570.9 83750.0

525 18890.6 2818.9 -0.0 37781.1 39326.6 1.000 1.000 20779.3 83750.0

525 18890.6 2818.9 0.0 37781.1 39326.6 1.000 1.000 20779.3 83750.0

526 18890.6 1037.9 -0.0 37781.1 39326.6 1.000 1.000 19585.9 83750.0

526 18890.6 1037.9 0.0 37781.1 39326.6 1.000 1.000 19585.9 83750.0

527 18890.6 124.2 -0.0 37781.1 39326.6 1.000 1.000 18973.8 83750.0

527 18890.6 124.2 0.0 37781.1 39326.6 1.000 1.000 18973.8 83750.0

528 18890.6 21.2 -0.0 37781.1 39326.6 1.000 1.000 18904.8 83750.0

528 18890.6 21.2 0.0 37781.1 39326.6 1.000 1.000 18904.8 83750.0

529 18890.6 5.8 -0.0 37781.1 39326.6 1.000 1.000 18894.4 83750.0

529 18890.6 5.8 0.0 37781.1 39326.6 1.000 1.000 18894.4 83750.0

510 18890.6 1.8 -0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0

510 18890.6 1.8 0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

531 18890.6 0.5 -0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0

531 18890.6 0.5 0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0

532 18890.6 0.2 -0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0

532 18890.6 0.2 0.0 37781.1 39326.6 1.000 1.000 18890.7 83750.0

533 18890.6 0.8 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0

533 18890.6 0.8 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0

534 18890.6 11.8 -0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0

534 18890.6 11.8 0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0

535 18890.6 24.9 -0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0

535 18890.6 24.9 0.0 37781.1 39326.6 1.000 1.000 18907.3 83750.0

536 18890.6 23.1 -0.0 37781.1 39326.6 1.000 1.000 18906.1 83750.0

536 18890.6 23.1 0.0 37781.1 39326.6 1.000 1.000 18906.1 83750.0

537 18890.6 13.0 -0.0 37781.1 39326.6 1.000 1.000 18899.3 83750.0

537 18890.6 13.0 0.0 37781.1 39326.6 1.000 1.000 18899.3 83750.0

520 18890.6 48.6 -0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0

520 18890.6 48.6 0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0

530 18890.6 199.4 -0.0 37781.1 39326.6 1.000 1.000 19024.2 83750.0

550 18890.6 199.6 0.0 37781.1 39326.6 1.000 1.000 19024.3 83750.0

560 18890.6 55.4 -0.0 37781.1 39326.6 1.000 1.000 18927.7 83750.0

560 18890.6 55.4 0.0 37781.1 39326.6 1.000 1.000 18927.7 83750.0

561 18890.6 100.3 -0.0 37781.1 39326.6 1.000 1.000 18957.8 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

561 18890.6 100.3 0.0 37781.1 39326.6 1.000 1.000 18957.8 83750.0

562 18890.6 91.6 -0.0 37781.1 39326.6 1.000 1.000 18952.0 83750.0

562 18890.6 91.6 0.0 37781.1 39326.6 1.000 1.000 18952.0 83750.0

563 18890.6 220.1 -0.0 37781.1 39326.6 1.000 1.000 19038.1 83750.0

563 18890.6 220.1 0.0 37781.1 39326.6 1.000 1.000 19038.1 83750.0

564 18890.6 2938.3 -0.0 37781.1 39326.6 1.000 1.000 20859.2 83750.0

564 18890.6 2938.3 0.0 37781.1 39326.6 1.000 1.000 20859.2 83750.0

569 18890.6 1566.4 -0.0 37781.1 39326.6 1.000 1.000 19940.0 83750.0

569 18890.6 1566.4 0.0 37781.1 39326.6 1.000 1.000 19940.0 83750.0

570 18890.6 13963.3 -0.0 37781.1 39326.6 2.300 2.300 28246.0 83750.0

570 18890.6 5.3 -0.0 37781.1 39326.6 1.000 1.000 18894.1 83750.0

571 18890.6 1.4 0.0 37781.1 39326.6 1.000 1.000 18891.5 83750.0

571 18890.6 1.4 -0.0 37781.1 39326.6 1.000 1.000 18891.5 83750.0

572 18890.6 0.4 0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0

572 18890.6 0.4 -0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0573 18890.6 0.4 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0

573 18890.6 0.4 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0

574 18890.6 1.2 0.0 37781.1 39326.6 1.000 1.000 18891.4 83750.0

574 18890.6 1.2 -0.0 37781.1 39326.6 1.000 1.000 18891.4 83750.0

580 18890.6 10.4 0.0 37781.1 39326.6 2.300 2.300 18897.5 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

580 18890.6 13.5 0.1 37781.1 39326.6 1.000 1.000 18899.6 83750.0

590 18890.6 38.7 -0.1 37781.1 39326.6 2.300 2.300 18916.5 83750.0

590 18890.6 21.0 0.5 37781.1 39326.6 1.000 1.000 18904.6 83750.0

591 18890.6 6.1 -0.5 37781.1 39326.6 1.000 1.000 18894.6 83750.0

591 18890.6 6.1 0.5 37781.1 39326.6 1.000 1.000 18894.6 83750.0

592 18890.6 2.0 -0.5 37781.1 39326.6 1.000 1.000 18891.9 83750.0

592 18890.6 2.0 0.5 37781.1 39326.6 1.000 1.000 18891.9 83750.0593 18890.6 1.1 -0.5 37781.1 39326.6 1.000 1.000 18891.3 83750.0

593 18890.6 1.1 0.5 37781.1 39326.6 1.000 1.000 18891.3 83750.0

594 18890.6 11.8 -0.5 37781.1 39326.6 1.000 1.000 18898.5 83750.0

594 18890.6 11.8 0.5 37781.1 39326.6 1.000 1.000 18898.5 83750.0

595 18890.6 24.9 -0.5 37781.1 39326.6 1.000 1.000 18907.2 83750.0

595 18890.6 24.9 0.5 37781.1 39326.6 1.000 1.000 18907.2 83750.0

596 18890.6 23.0 -0.5 37781.1 39326.6 1.000 1.000 18906.0 83750.0

596 18890.6 23.0 0.5 37781.1 39326.6 1.000 1.000 18906.0 83750.0

599 18890.6 12.8 -0.5 37781.1 39326.6 1.000 1.000 18899.1 83750.0

599 18890.6 12.8 0.5 37781.1 39326.6 1.000 1.000 18899.1 83750.0

600 18890.6 48.5 -0.5 37781.1 39326.6 1.000 1.000 18923.1 83750.0

600 18890.6 48.5 0.5 37781.1 39326.6 1.000 1.000 18923.1 83750.0

610 18890.6 199.4 -0.5 37781.1 39326.6 1.000 1.000 19024.1 83750.0

630 18890.6 199.4 0.5 37781.1 39326.6 1.000 1.000 19024.1 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

640 18890.6 48.5 -0.5 37781.1 39326.6 1.000 1.000 18923.1 83750.0

640 18890.6 48.5 0.5 37781.1 39326.6 1.000 1.000 18923.1 83750.0

641 18890.6 23.1 -0.5 37781.1 39326.6 1.000 1.000 18906.0 83750.0

641 18890.6 23.1 0.5 37781.1 39326.6 1.000 1.000 18906.0 83750.0

642 18890.6 24.9 -0.5 37781.1 39326.6 1.000 1.000 18907.2 83750.0

642 18890.6 24.9 0.5 37781.1 39326.6 1.000 1.000 18907.2 83750.0

643 18890.6 12.2 -0.5 37781.1 39326.6 1.000 1.000 18898.8 83750.0

643 18890.6 12.2 0.5 37781.1 39326.6 1.000 1.000 18898.8 83750.0

644 18890.6 26.2 -0.5 37781.1 39326.6 1.000 1.000 18908.1 83750.0

644 18890.6 26.2 0.5 37781.1 39326.6 1.000 1.000 18908.1 83750.0

645 18890.6 66.2 -0.5 37781.1 39326.6 1.000 1.000 18934.9 83750.0

645 18890.6 66.2 0.5 37781.1 39326.6 1.000 1.000 18934.9 83750.0

299 18890.6 13.7 -0.5 37781.1 39326.6 1.000 1.000 18899.8 83750.0

299 18890.6 13.7 0.5 37781.1 39326.6 1.000 1.000 18899.8 83750.0

280 18890.6 93.7 -0.5 37781.1 39326.6 1.000 1.000 18953.3 83750.0

570 18890.6 6076.4 0.0 37781.1 39326.6 1.000 1.000 22961.7 83750.0

575 18890.6 2950.6 -0.0 37781.1 39326.6 1.000 1.000 20867.5 83750.0

575 18890.6 2950.6 0.0 37781.1 39326.6 1.000 1.000 20867.5 83750.0

576 18890.6 318.9 -0.0 37781.1 39326.6 1.000 1.000 19104.2 83750.0

576 18890.6 318.9 0.0 37781.1 39326.6 1.000 1.000 19104.2 83750.0

577 18890.6 51.6 -0.0 37781.1 39326.6 1.000 1.000 18925.2 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

577 18890.6 51.6 0.0 37781.1 39326.6 1.000 1.000 18925.2 83750.0

578 18890.6 88.3 -0.0 37781.1 39326.6 1.000 1.000 18949.8 83750.0

578 18890.6 88.3 0.0 37781.1 39326.6 1.000 1.000 18949.8 83750.0

799 18890.6 67.7 -0.0 37781.1 39326.6 1.000 1.000 18935.9 83750.0

799 18890.6 67.7 0.0 37781.1 39326.6 1.000 1.000 18935.9 83750.0

800 18890.6 68.0 -0.0 37781.1 39326.6 1.000 1.000 18936.2 83750.0

800 18890.6 68.0 0.0 37781.1 39326.6 1.000 1.000 18936.2 83750.0

810 18890.6 200.0 -0.0 37781.1 39326.6 1.000 1.000 19024.6 83750.0

825 18890.6 199.4 0.0 37781.1 39326.6 1.000 1.000 19024.2 83750.0

830 18890.6 49.8 -0.0 37781.1 39326.6 1.000 1.000 18923.9 83750.0

830 18890.6 49.8 0.0 37781.1 39326.6 1.000 1.000 18923.9 83750.0

831 18890.6 25.1 -0.0 37781.1 39326.6 1.000 1.000 18907.4 83750.0

831 18890.6 25.1 0.0 37781.1 39326.6 1.000 1.000 18907.4 83750.0

832 18890.6 25.8 -0.0 37781.1 39326.6 1.000 1.000 18907.8 83750.0

832 18890.6 25.8 0.0 37781.1 39326.6 1.000 1.000 18907.8 83750.0833 18890.6 6.3 -0.0 37781.1 39326.6 1.000 1.000 18894.8 83750.0

833 18890.6 6.3 0.0 37781.1 39326.6 1.000 1.000 18894.8 83750.0

838 18890.6 35.5 -0.0 37781.1 39326.6 1.000 1.000 18914.4 83750.0

838 18890.6 35.5 0.0 37781.1 39326.6 1.000 1.000 18914.4 83750.0

839 18890.6 106.8 -0.0 37781.1 39326.6 1.000 1.000 18962.1 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

839 18890.6 106.8 0.0 37781.1 39326.6 1.000 1.000 18962.1 83750.0

841 18890.6 720.1 -0.0 37781.1 39326.6 1.000 1.000 19373.0 83750.0

841 18890.6 720.1 0.0 37781.1 39326.6 1.000 1.000 19373.0 83750.0

842 18890.6 1844.1 -0.0 37781.1 39326.6 1.000 1.000 20126.1 83750.0

842 18890.6 1844.1 0.0 37781.1 39326.6 1.000 1.000 20126.1 83750.0

843 18890.6 2373.5 -0.0 37781.1 39326.6 1.000 1.000 20480.8 83750.0

843 18890.6 2373.5 0.0 37781.1 39326.6 1.000 1.000 20480.8 83750.0844 18890.6 1474.8 -0.0 37781.1 39326.6 1.000 1.000 19878.7 83750.0

844 18890.6 3781.4 0.0 45806.2 39326.6 2.564 2.938 21424.1 83750.0

845 18890.6 7427.0 -0.1 52618.6 39326.6 2.564 2.938 23866.7 83750.0

845 18890.6 7427.0 0.1 52618.6 39326.6 2.564 2.938 23866.7 83750.0

835 18890.6 2105.8 -0.1 42675.3 39326.6 2.564 2.938 20301.5 83750.0

835 18890.6 821.3 0.1 37781.1 39326.6 1.000 1.000 19440.8 83750.0

837 18890.6 3089.7 -0.1 37781.1 39326.6 1.000 1.000 20960.6 83750.0

837 18890.6 3089.7 0.1 37781.1 39326.6 1.000 1.000 20960.6 83750.0

846 18890.6 1592.5 -0.1 37781.1 39326.6 1.000 1.000 19957.5 83750.0

846 18890.6 1592.5 0.1 37781.1 39326.6 1.000 1.000 19957.5 83750.0

847 18890.6 1608.6 -0.1 37781.1 39326.6 1.000 1.000 19968.3 83750.0

847 18890.6 1608.6 0.1 37781.1 39326.6 1.000 1.000 19968.3 83750.0

848 18890.6 3116.3 -0.1 37781.1 39326.6 1.000 1.000 20978.5 83750.0

848 18890.6 3116.3 0.1 37781.1 39326.6 1.000 1.000 20978.5 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

849 18890.6 802.0 -0.1 37781.1 39326.6 1.000 1.000 19427.9 83750.0

849 18890.6 2056.3 0.1 42582.7 39326.6 2.564 2.938 20268.3 83750.0

850 18890.6 7434.5 -0.2 52632.6 39326.6 2.564 2.938 23871.7 83750.0

850 18890.6 7434.5 0.2 52632.6 39326.6 2.564 2.938 23871.7 83750.0

836 18890.6 3839.5 -0.3 45914.9 39326.6 2.564 2.938 21463.0 83750.0

836 18890.6 1497.5 0.3 37781.1 39326.6 1.000 1.000 19893.9 83750.0

851 18890.6 2350.1 -0.3 37781.1 39326.6 1.000 1.000 20465.2 83750.0

851 18890.6 2350.1 0.3 37781.1 39326.6 1.000 1.000 20465.2 83750.0

852 18890.6 1837.5 -0.3 37781.1 39326.6 1.000 1.000 20121.7 83750.0

852 18890.6 1837.5 0.3 37781.1 39326.6 1.000 1.000 20121.7 83750.0

853 18890.6 732.1 -0.3 37781.1 39326.6 1.000 1.000 19381.1 83750.0

853 18890.6 732.1 0.3 37781.1 39326.6 1.000 1.000 19381.1 83750.0

854 18890.6 75.0 -0.3 37781.1 39326.6 1.000 1.000 18940.8 83750.0

854 18890.6 75.0 0.3 37781.1 39326.6 1.000 1.000 18940.8 83750.0

855 18890.6 21.8 -0.3 37781.1 39326.6 1.000 1.000 18905.2 83750.0

855 18890.6 21.8 0.3 37781.1 39326.6 1.000 1.000 18905.2 83750.0

840 18890.6 19.2 -0.3 37781.1 39326.6 2.300 2.300 18903.4 83750.0

840 18890.6 3.5 -0.0 37781.1 39326.6 1.000 1.000 18892.9 83750.0

856 18890.6 0.5 0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0

856 18890.6 0.5 -0.0 37781.1 39326.6 1.000 1.000 18890.9 83750.0

857 18890.6 5.4 0.0 37781.1 39326.6 1.000 1.000 18894.2 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

857 18890.6 5.4 -0.0 37781.1 39326.6 1.000 1.000 18894.2 83750.0

139 18890.6 6.6 0.0 37781.1 39326.6 1.000 1.000 18895.0 83750.0

139 18890.6 6.6 -0.0 37781.1 39326.6 1.000 1.000 18895.0 83750.0

140 18890.6 18.6 0.0 37781.1 39326.6 1.000 1.000 18903.0 83750.0

840 18890.6 4.7 0.6 37781.1 39326.6 1.000 1.000 18893.7 83750.0

900 18890.6 8.1 -0.6 37781.1 39326.6 2.300 2.300 18896.0 83750.0

900 18890.6 1.9 0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0

901 18890.6 0.7 -0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0

901 18890.6 0.7 0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0

902 18890.6 1.8 -0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0

902 18890.6 1.8 0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0

903 18890.6 6.6 -0.0 37781.1 39326.6 1.000 1.000 18895.0 83750.0

903 18890.6 6.6 0.0 37781.1 39326.6 1.000 1.000 18895.0 83750.0

904 18890.6 26.7 -0.0 37781.1 39326.6 1.000 1.000 18908.5 83750.0

904 18890.6 26.7 0.0 37781.1 39326.6 1.000 1.000 18908.5 83750.0910 18890.6 230.4 -0.0 37781.1 39326.6 2.300 2.300 19044.9 83750.0

910 18890.6 1149.4 0.0 37781.1 39326.6 1.000 1.000 19660.7 83750.0

911 18890.6 96.9 -0.0 37781.1 39326.6 1.000 1.000 18955.5 83750.0

911 18890.6 96.9 0.0 37781.1 39326.6 1.000 1.000 18955.5 83750.0

912 18890.6 456.1 -0.0 37781.1 39326.6 1.000 1.000 19196.2 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

912 18890.6 456.1 0.0 37781.1 39326.6 1.000 1.000 19196.2 83750.0

913 18890.6 2788.5 -0.0 37781.1 39326.6 1.000 1.000 20758.9 83750.0

913 18890.6 2788.5 0.0 37781.1 39326.6 1.000 1.000 20758.9 83750.0

914 18890.6 4594.5 -0.0 37781.1 39326.6 1.000 1.000 21968.9 83750.0

914 18890.6 4594.5 0.0 37781.1 39326.6 1.000 1.000 21968.9 83750.0

915 18890.6 267.6 -0.0 37781.1 39326.6 1.000 1.000 19069.8 83750.0

915 18890.6 569.7 0.0 39559.9 39326.6 2.129 2.440 19272.3 83750.0916 18890.6 8165.6 -0.0 54111.9 39326.6 2.129 2.440 24361.5 83750.0

916 18890.6 8165.6 0.0 54111.9 39326.6 2.129 2.440 24361.5 83750.0

920 18890.6 3661.1 -0.0 45482.2 39326.6 2.129 2.440 21343.5 83750.0

920 18890.6 1719.2 0.0 37781.1 39326.6 1.000 1.000 20042.5 83750.0

921 18890.6 3192.2 -0.0 37781.1 39326.6 1.000 1.000 21029.4 83750.0

921 18890.6 3192.2 0.0 37781.1 39326.6 1.000 1.000 21029.4 83750.0

922 18890.6 2431.4 -0.0 37781.1 39326.6 1.000 1.000 20519.6 83750.0

922 18890.6 2431.4 0.0 37781.1 39326.6 1.000 1.000 20519.6 83750.0

923 18890.6 948.9 -0.0 37781.1 39326.6 1.000 1.000 19526.3 83750.0

923 18890.6 948.9 0.0 37781.1 39326.6 1.000 1.000 19526.3 83750.0

924 18890.6 110.5 -0.0 37781.1 39326.6 1.000 1.000 18964.6 83750.0

924 18890.6 110.5 0.0 37781.1 39326.6 1.000 1.000 18964.6 83750.0

925 18890.6 39.3 -0.0 37781.1 39326.6 1.000 1.000 18916.9 83750.0

925 18890.6 39.3 0.0 37781.1 39326.6 1.000 1.000 18916.9 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

939 18890.6 8629.5 0.0 55000.5 39326.6 2.129 2.440 24672.3 83750.0

940 18890.6 656.3 -0.0 39725.7 39326.6 2.129 2.440 19330.3 83750.0

940 18890.6 308.2 0.0 37781.1 39326.6 1.000 1.000 19097.0 83750.0

941 18890.6 4432.5 -0.0 37781.1 39326.6 1.000 1.000 21860.3 83750.0

941 18890.6 4432.5 0.0 37781.1 39326.6 1.000 1.000 21860.3 83750.0

942 18890.6 2951.1 -0.0 37781.1 39326.6 1.000 1.000 20867.8 83750.0

942 18890.6 2951.1 0.0 37781.1 39326.6 1.000 1.000 20867.8 83750.0

943 18890.6 1043.0 -0.0 37781.1 39326.6 1.000 1.000 19589.4 83750.0

943 18890.6 1043.0 0.0 37781.1 39326.6 1.000 1.000 19589.4 83750.0

944 18890.6 71.9 -0.0 37781.1 39326.6 1.000 1.000 18938.8 83750.0

944 18890.6 71.9 0.0 37781.1 39326.6 1.000 1.000 18938.8 83750.0

945 18890.6 146.6 -0.0 37781.1 39326.6 1.000 1.000 18988.8 83750.0

945 18890.6 146.6 0.0 37781.1 39326.6 1.000 1.000 18988.8 83750.0

950 18890.6 1520.6 -0.0 37781.1 39326.6 2.300 2.300 19909.4 83750.0

950 18890.6 117.0 0.0 37781.1 39326.6 1.000 1.000 18968.9 83750.0951 18890.6 29.2 -0.0 37781.1 39326.6 1.000 1.000 18910.2 83750.0

951 18890.6 29.2 0.0 37781.1 39326.6 1.000 1.000 18910.2 83750.0

960 18890.6 23.9 -0.0 37781.1 39326.6 2.300 2.300 18906.6 83750.0

960 18890.6 4.7 -0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0

961 18890.6 1.8 0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

961 18890.6 1.8 -0.0 37781.1 39326.6 1.000 1.000 18891.8 83750.0

962 18890.6 0.6 0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0

962 18890.6 0.6 -0.0 37781.1 39326.6 1.000 1.000 18891.0 83750.0

963 18890.6 0.3 0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0

963 18890.6 0.3 -0.0 37781.1 39326.6 1.000 1.000 18890.8 83750.0

964 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0

964 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0965 18890.6 11.9 0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0

965 18890.6 11.9 -0.0 37781.1 39326.6 1.000 1.000 18898.5 83750.0

966 18890.6 25.4 0.0 37781.1 39326.6 1.000 1.000 18907.6 83750.0

966 18890.6 25.4 -0.0 37781.1 39326.6 1.000 1.000 18907.6 83750.0

967 18890.6 24.4 0.0 37781.1 39326.6 1.000 1.000 18906.9 83750.0

967 18890.6 24.4 -0.0 37781.1 39326.6 1.000 1.000 18906.9 83750.0

969 18890.6 13.6 0.0 37781.1 39326.6 1.000 1.000 18899.7 83750.0

969 18890.6 13.6 -0.0 37781.1 39326.6 1.000 1.000 18899.7 83750.0

970 18890.6 48.6 0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0

970 18890.6 48.6 -0.0 37781.1 39326.6 1.000 1.000 18923.1 83750.0

980 18890.6 205.6 0.0 37781.1 39326.6 1.000 1.000 19028.3 83750.0

1000 18890.6 200.0 -0.0 37781.1 39326.6 1.000 1.000 19024.6 83750.0

1010 18890.6 193.8 0.0 37781.1 39326.6 1.000 1.000 19020.4 83750.0

1010 18890.6 193.8 -0.0 37781.1 39326.6 1.000 1.000 19020.4 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1011 18890.6 184.4 0.0 37781.1 39326.6 1.000 1.000 19014.1 83750.0

1011 18890.6 184.4 -0.0 37781.1 39326.6 1.000 1.000 19014.1 83750.0

1012 18890.6 879.6 0.0 37781.1 39326.6 1.000 1.000 19479.9 83750.0

1012 18890.6 879.6 -0.0 37781.1 39326.6 1.000 1.000 19479.9 83750.0

1013 18890.6 1906.3 0.0 37781.1 39326.6 1.000 1.000 20167.8 83750.0

1013 18890.6 1906.3 -0.0 37781.1 39326.6 1.000 1.000 20167.8 83750.0

1014 18890.6 1739.7 0.0 37781.1 39326.6 1.000 1.000 20056.2 83750.0

1014 18890.6 1739.7 -0.0 37781.1 39326.6 1.000 1.000 20056.2 83750.0

82 18890.6 3210.6 0.0 37781.1 39326.6 1.000 1.000 21041.7 83750.0

82 18890.6 3210.6 -0.0 37781.1 39326.6 1.000 1.000 21041.7 83750.0

80 18890.6 8160.7 0.0 37781.1 39326.6 1.000 1.000 24358.2 83750.0

440 18890.6 116.1 -0.1 37781.1 39326.6 1.000 1.000 18968.4 83750.0

446 18890.6 45.0 0.1 37781.1 39326.6 1.000 1.000 18920.7 83750.0

446 18890.6 45.0 -0.1 37781.1 39326.6 1.000 1.000 18920.7 83750.0

447 18890.6 18.4 0.1 37781.1 39326.6 1.000 1.000 18902.9 83750.0

447 18890.6 18.4 -0.1 37781.1 39326.6 1.000 1.000 18902.9 83750.0

448 18890.6 12.0 0.1 37781.1 39326.6 1.000 1.000 18898.6 83750.0

448 18890.6 12.0 -0.1 37781.1 39326.6 1.000 1.000 18898.6 83750.0

449 18890.6 24.9 0.1 37781.1 39326.6 1.000 1.000 18907.2 83750.0

449 18890.6 24.9 -0.1 37781.1 39326.6 1.000 1.000 18907.2 83750.0

451 18890.6 23.0 0.1 37781.1 39326.6 1.000 1.000 18906.0 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

451 18890.6 23.0 -0.1 37781.1 39326.6 1.000 1.000 18906.0 83750.0

1199 18890.6 12.8 0.1 37781.1 39326.6 1.000 1.000 18899.1 83750.0

1199 18890.6 12.8 -0.1 37781.1 39326.6 1.000 1.000 18899.1 83750.0

1200 18890.6 48.5 0.1 37781.1 39326.6 1.000 1.000 18923.1 83750.0

1200 18890.6 48.5 -0.1 37781.1 39326.6 1.000 1.000 18923.1 83750.0

1210 18890.6 199.4 0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0

1230 18890.6 199.4 -0.1 37781.1 39326.6 1.000 1.000 19024.2 83750.0

1240 18890.6 48.5 0.1 37781.1 39326.6 1.000 1.000 18923.1 83750.0

1240 18890.6 48.5 -0.1 37781.1 39326.6 1.000 1.000 18923.1 83750.0

1241 18890.6 22.9 0.1 37781.1 39326.6 1.000 1.000 18905.9 83750.0

1241 18890.6 22.9 -0.1 37781.1 39326.6 1.000 1.000 18905.9 83750.0

1242 18890.6 24.3 0.1 37781.1 39326.6 1.000 1.000 18906.9 83750.0

1242 18890.6 24.3 -0.1 37781.1 39326.6 1.000 1.000 18906.9 83750.0

1243 18890.6 11.4 0.1 37781.1 39326.6 1.000 1.000 18898.2 83750.0

1243 18890.6 11.4 -0.1 37781.1 39326.6 1.000 1.000 18898.2 83750.01244 18890.6 54.7 0.1 37781.1 39326.6 1.000 1.000 18927.2 83750.0

1244 18890.6 54.7 -0.1 37781.1 39326.6 1.000 1.000 18927.2 83750.0

1250 18890.6 856.0 0.1 37781.1 39326.6 2.300 2.300 19464.1 83750.0

1250 18890.6 61.6 0.0 37781.1 39326.6 1.000 1.000 18931.8 83750.0

1260 18890.6 23.9 -0.0 37781.1 39326.6 2.300 2.300 18906.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1260 18890.6 16.4 -0.0 37781.1 39326.6 1.000 1.000 18901.6 83750.0

1261 18890.6 4.6 0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0

1261 18890.6 4.6 -0.0 37781.1 39326.6 1.000 1.000 18893.7 83750.0

1262 18890.6 2.1 0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0

1262 18890.6 2.1 -0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0

1263 18890.6 3.8 0.0 37781.1 39326.6 1.000 1.000 18893.1 83750.0

1263 18890.6 3.8 -0.0 37781.1 39326.6 1.000 1.000 18893.1 83750.01264 18890.6 13.2 0.0 37781.1 39326.6 1.000 1.000 18899.4 83750.0

1264 18890.6 13.2 -0.0 37781.1 39326.6 1.000 1.000 18899.4 83750.0

1270 18890.6 108.2 0.0 37781.1 39326.6 2.300 2.300 18963.0 83750.0

1270 18890.6 122.3 0.0 37781.1 39326.6 1.000 1.000 18972.5 83750.0

1280 18890.6 60.8 -0.0 37781.1 39326.6 1.000 1.000 18931.3 83750.0

1280 18890.6 60.8 0.0 37781.1 39326.6 1.000 1.000 18931.3 83750.0

1281 18890.6 123.5 -0.0 37781.1 39326.6 1.000 1.000 18973.3 83750.0

1281 18890.6 123.5 0.0 37781.1 39326.6 1.000 1.000 18973.3 83750.0

1282 18890.6 1026.1 -0.0 37781.1 39326.6 1.000 1.000 19578.1 83750.0

1282 18890.6 1026.1 0.0 37781.1 39326.6 1.000 1.000 19578.1 83750.0

1283 18890.6 2811.7 -0.0 37781.1 39326.6 1.000 1.000 20774.4 83750.0

1283 18890.6 2811.7 0.0 37781.1 39326.6 1.000 1.000 20774.4 83750.0

1284 18890.6 4049.5 -0.0 37781.1 39326.6 1.000 1.000 21603.7 83750.0

1284 18890.6 4049.5 0.0 37781.1 39326.6 1.000 1.000 21603.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1285 18890.6 832.6 -0.0 37781.1 39326.6 1.000 1.000 19448.4 83750.0

1285 18890.6 1773.0 0.0 41865.2 39326.6 2.129 2.440 20078.5 83750.0

1286 18890.6 8604.5 -0.0 54952.7 39326.6 2.129 2.440 24655.6 83750.0

1286 18890.6 8604.5 0.0 54952.7 39326.6 2.129 2.440 24655.6 83750.0

1290 18890.6 1546.0 -0.0 41430.2 39326.6 2.129 2.440 19926.4 83750.0

1290 18890.6 726.0 0.0 37781.1 39326.6 1.000 1.000 19377.0 83750.0

1291 18890.6 4125.1 -0.0 37781.1 39326.6 1.000 1.000 21654.4 83750.0

1291 18890.6 4125.1 0.0 37781.1 39326.6 1.000 1.000 21654.4 83750.0

1292 18890.6 2833.6 -0.0 37781.1 39326.6 1.000 1.000 20789.1 83750.0

1292 18890.6 2833.6 0.0 37781.1 39326.6 1.000 1.000 20789.1 83750.0

1293 18890.6 1007.6 -0.0 37781.1 39326.6 1.000 1.000 19565.7 83750.0

1293 18890.6 1007.6 0.0 37781.1 39326.6 1.000 1.000 19565.7 83750.0

1294 18890.6 175.9 -0.0 37781.1 39326.6 1.000 1.000 19008.5 83750.0

1294 18890.6 175.9 0.0 37781.1 39326.6 1.000 1.000 19008.5 83750.0

1295 18890.6 71.3 -0.0 37781.1 39326.6 1.000 1.000 18938.4 83750.0

1295 18890.6 71.3 0.0 37781.1 39326.6 1.000 1.000 18938.4 83750.0

1300 18890.6 125.3 -0.0 37781.1 39326.6 1.000 1.000 18974.5 83750.0

1300 18890.6 125.3 0.0 37781.1 39326.6 1.000 1.000 18974.5 83750.0

1310 18890.6 760.0 -0.0 37781.1 39326.6 2.300 2.300 19399.8 83750.0

1310 18890.6 68.3 0.0 37781.1 39326.6 1.000 1.000 18936.3 83750.0

1311 18890.6 21.4 -0.0 37781.1 39326.6 1.000 1.000 18904.9 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1311 18890.6 21.4 0.0 37781.1 39326.6 1.000 1.000 18904.9 83750.0

1313 18890.6 7.5 -0.0 37781.1 39326.6 1.000 1.000 18895.6 83750.0

1313 18890.6 7.5 0.0 37781.1 39326.6 1.000 1.000 18895.6 83750.0

1315 18890.6 2.4 -0.0 37781.1 39326.6 1.000 1.000 18892.2 83750.0

1315 18890.6 2.4 0.0 37781.1 39326.6 1.000 1.000 18892.2 83750.0

1317 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0

1317 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.1 83750.0

1321 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0

1321 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0

1322 18890.6 12.0 -0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0

1322 18890.6 12.0 0.0 37781.1 39326.6 1.000 1.000 18898.6 83750.0

1323 18890.6 25.5 -0.0 37781.1 39326.6 1.000 1.000 18907.6 83750.0

1323 18890.6 25.5 0.0 37781.1 39326.6 1.000 1.000 18907.6 83750.0

1324 18890.6 23.9 -0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.0

1324 18890.6 23.9 0.0 37781.1 39326.6 1.000 1.000 18906.6 83750.01325 18890.6 12.2 -0.0 37781.1 39326.6 1.000 1.000 18898.8 83750.0

1325 18890.6 12.2 0.0 37781.1 39326.6 1.000 1.000 18898.8 83750.0

1312 18890.6 48.4 -0.0 37781.1 39326.6 1.000 1.000 18923.0 83750.0

1312 18890.6 48.4 0.0 37781.1 39326.6 1.000 1.000 18923.0 83750.0

1314 18890.6 194.1 -0.0 37781.1 39326.6 1.000 1.000 19020.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1318 18890.6 195.9 0.0 37781.1 39326.6 1.000 1.000 19021.8 83750.0

1319 18890.6 48.3 -0.0 37781.1 39326.6 1.000 1.000 18922.9 83750.0

1319 18890.6 48.3 0.0 37781.1 39326.6 1.000 1.000 18922.9 83750.0

1326 18890.6 19.9 -0.0 37781.1 39326.6 1.000 1.000 18903.9 83750.0

1326 18890.6 19.9 0.0 37781.1 39326.6 1.000 1.000 18903.9 83750.0

1327 18890.6 22.7 -0.0 37781.1 39326.6 1.000 1.000 18905.8 83750.0

1327 18890.6 22.7 0.0 37781.1 39326.6 1.000 1.000 18905.8 83750.01328 18890.6 14.8 -0.0 37781.1 39326.6 1.000 1.000 18900.5 83750.0

1328 18890.6 14.8 0.0 37781.1 39326.6 1.000 1.000 18900.5 83750.0

1329 18890.6 65.8 -0.0 37781.1 39326.6 1.000 1.000 18934.6 83750.0

1329 18890.6 65.8 0.0 37781.1 39326.6 1.000 1.000 18934.6 83750.0

1320 18890.6 308.9 -0.0 37781.1 39326.6 1.000 1.000 19097.5 83750.0

1320 18890.6 308.9 0.0 37781.1 39326.6 1.000 1.000 19097.5 83750.0

1331 18890.6 326.1 -0.0 37781.1 39326.6 1.000 1.000 19109.0 83750.0

1331 18890.6 326.1 0.0 37781.1 39326.6 1.000 1.000 19109.0 83750.0

1330 18890.6 2210.3 -0.0 37781.1 39326.6 2.300 2.300 20371.5 83750.0

1330 18890.6 1224.4 -0.0 37781.1 39326.6 1.000 1.000 19710.9 83750.0

1332 18890.6 435.5 0.0 37781.1 39326.6 1.000 1.000 19182.4 83750.0

1332 18890.6 435.5 -0.0 37781.1 39326.6 1.000 1.000 19182.4 83750.0

1333 18890.6 61.2 0.0 37781.1 39326.6 1.000 1.000 18931.5 83750.0

1333 18890.6 61.2 -0.0 37781.1 39326.6 1.000 1.000 18931.5 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1334 18890.6 819.5 0.0 37781.1 39326.6 1.000 1.000 19439.6 83750.0

1334 18890.6 819.5 -0.0 37781.1 39326.6 1.000 1.000 19439.6 83750.0

1335 18890.6 2104.5 0.0 37781.1 39326.6 1.000 1.000 20300.6 83750.0

1335 18890.6 2104.5 -0.0 37781.1 39326.6 1.000 1.000 20300.6 83750.0

1336 18890.6 2868.5 0.0 37781.1 39326.6 1.000 1.000 20812.4 83750.0

1336 18890.6 2868.5 -0.0 37781.1 39326.6 1.000 1.000 20812.4 83750.0

1337 18890.6 1169.5 0.0 37781.1 39326.6 1.000 1.000 19674.1 83750.0

1337 18890.6 2490.4 -0.0 43239.4 39326.6 2.129 2.440 20559.1 83750.0

1338 18890.6 6901.5 0.0 51690.2 39326.6 2.129 2.440 23514.6 83750.0

1338 18890.6 6901.5 -0.0 51690.2 39326.6 2.129 2.440 23514.6 83750.0

1340 18890.6 152.8 -0.0 38761.1 39326.6 2.129 2.440 18992.9 83750.0

1340 18890.6 71.7 0.0 37781.1 39326.6 1.000 1.000 18938.6 83750.0

1341 18890.6 3645.7 -0.0 37781.1 39326.6 1.000 1.000 21333.2 83750.0

1341 18890.6 3645.7 0.0 37781.1 39326.6 1.000 1.000 21333.2 83750.0

1351 18890.6 2367.5 -0.0 37781.1 39326.6 1.000 1.000 20476.8 83750.0

1351 18890.6 2367.5 0.0 37781.1 39326.6 1.000 1.000 20476.8 83750.0

1352 18890.6 782.7 -0.0 37781.1 39326.6 1.000 1.000 19415.0 83750.0

1352 18890.6 782.7 0.0 37781.1 39326.6 1.000 1.000 19415.0 83750.0

1353 18890.6 55.1 -0.0 37781.1 39326.6 1.000 1.000 18927.5 83750.0

1353 18890.6 55.1 0.0 37781.1 39326.6 1.000 1.000 18927.5 83750.0

1354 18890.6 137.0 -0.0 37781.1 39326.6 1.000 1.000 18982.4 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1354 18890.6 137.0 0.0 37781.1 39326.6 1.000 1.000 18982.4 83750.0

1355 18890.6 77.4 -0.0 37781.1 39326.6 1.000 1.000 18942.4 83750.0

1355 18890.6 77.4 0.0 37781.1 39326.6 1.000 1.000 18942.4 83750.0

1356 18890.6 53.0 -0.0 37781.1 39326.6 1.000 1.000 18926.1 83750.0

1356 18890.6 53.0 0.0 37781.1 39326.6 1.000 1.000 18926.1 83750.0

1342 18890.6 56.7 -0.0 37781.1 39326.6 1.000 1.000 18928.5 83750.0

1342 18890.6 56.7 0.0 37781.1 39326.6 1.000 1.000 18928.5 83750.0

1343 18890.6 194.1 -0.0 37781.1 39326.6 1.000 1.000 19020.6 83750.0

1345 18890.6 196.5 0.0 37781.1 39326.6 1.000 1.000 19022.2 83750.0

1346 18890.6 65.0 -0.0 37781.1 39326.6 1.000 1.000 18934.1 83750.0

1346 18890.6 65.0 0.0 37781.1 39326.6 1.000 1.000 18934.1 83750.0

1357 18890.6 21.0 -0.0 37781.1 39326.6 1.000 1.000 18904.6 83750.0

1357 18890.6 21.0 0.0 37781.1 39326.6 1.000 1.000 18904.6 83750.0

1358 18890.6 123.3 -0.0 37781.1 39326.6 1.000 1.000 18973.2 83750.0

1358 18890.6 123.3 0.0 37781.1 39326.6 1.000 1.000 18973.2 83750.01347 18890.6 1118.3 -0.0 37781.1 39326.6 2.300 2.300 19639.8 83750.0

1347 18890.6 301.6 -0.0 37781.1 39326.6 1.000 1.000 19092.6 83750.0

1348 18890.6 127.7 0.0 37781.1 39326.6 1.000 1.000 18976.1 83750.0

1348 18890.6 127.7 -0.0 37781.1 39326.6 1.000 1.000 18976.1 83750.0

1349 18890.6 538.4 0.0 37781.1 39326.6 1.000 1.000 19251.3 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1349 18890.6 538.4 -0.0 37781.1 39326.6 1.000 1.000 19251.3 83750.0

1359 18890.6 2181.0 0.0 37781.1 39326.6 1.000 1.000 20351.9 83750.0

1359 18890.6 2181.0 -0.0 37781.1 39326.6 1.000 1.000 20351.9 83750.0

1361 18890.6 3466.8 0.0 37781.1 39326.6 1.000 1.000 21213.3 83750.0

1361 18890.6 3466.8 -0.0 37781.1 39326.6 1.000 1.000 21213.3 83750.0

1362 18890.6 29.4 0.0 37781.1 39326.6 1.000 1.000 18910.2 83750.0

1362 18890.6 62.5 -0.0 38588.2 39326.6 2.129 2.440 18932.4 83750.01363 18890.6 6423.4 0.0 50774.1 39326.6 2.129 2.440 23194.2 83750.0

1363 18890.6 6423.4 -0.0 50774.1 39326.6 2.129 2.440 23194.2 83750.0

1350 18890.6 2473.2 0.0 43206.6 39326.6 2.129 2.440 20547.6 83750.0

1350 18890.6 1161.4 -0.0 37781.1 39326.6 1.000 1.000 19668.7 83750.0

1364 18890.6 2612.5 0.0 37781.1 39326.6 1.000 1.000 20640.9 83750.0

1364 18890.6 2612.5 -0.0 37781.1 39326.6 1.000 1.000 20640.9 83750.0

1365 18890.6 1861.0 0.0 37781.1 39326.6 1.000 1.000 20137.4 83750.0

1365 18890.6 1861.0 -0.0 37781.1 39326.6 1.000 1.000 20137.4 83750.0

1366 18890.6 526.1 0.0 37781.1 39326.6 1.000 1.000 19243.1 83750.0

1366 18890.6 526.1 -0.0 37781.1 39326.6 1.000 1.000 19243.1 83750.0

1367 18890.6 337.3 0.0 37781.1 39326.6 1.000 1.000 19116.6 83750.0

1367 18890.6 337.3 -0.0 37781.1 39326.6 1.000 1.000 19116.6 83750.0

1360 18890.6 6503.8 0.0 37781.1 39326.6 2.300 2.300 23248.1 83750.0

1360 18890.6 365.6 0.0 37781.1 39326.6 1.000 1.000 19135.5 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1370 18890.6 133.8 -0.0 37781.1 39326.6 1.000 1.000 18980.2 83750.0

1370 18890.6 133.8 0.0 37781.1 39326.6 1.000 1.000 18980.2 83750.0

1371 18890.6 43.6 -0.0 37781.1 39326.6 1.000 1.000 18919.8 83750.0

1371 18890.6 43.6 0.0 37781.1 39326.6 1.000 1.000 18919.8 83750.0

1372 18890.6 96.3 -0.0 37781.1 39326.6 1.000 1.000 18955.1 83750.0

1372 18890.6 96.3 0.0 37781.1 39326.6 1.000 1.000 18955.1 83750.0

1373 18890.6 770.4 -0.0 37781.1 39326.6 1.000 1.000 19406.8 83750.0

1373 18890.6 770.4 0.0 37781.1 39326.6 1.000 1.000 19406.8 83750.0

1374 18890.6 2005.2 -0.0 37781.1 39326.6 1.000 1.000 20234.0 83750.0

1374 18890.6 2005.2 0.0 37781.1 39326.6 1.000 1.000 20234.0 83750.0

1379 18890.6 2680.4 -0.0 37781.1 39326.6 1.000 1.000 20686.5 83750.0

1379 18890.6 2680.4 0.0 37781.1 39326.6 1.000 1.000 20686.5 83750.0

1381 18890.6 1269.6 -0.0 37781.1 39326.6 1.000 1.000 19741.2 83750.0

1381 18890.6 3255.3 0.0 44823.1 39326.6 2.564 2.938 21071.6 83750.0

1382 18890.6 7532.6 0.0 52815.9 39326.6 2.564 2.938 23937.4 83750.0

1382 18890.6 7532.6 -0.0 52815.9 39326.6 2.564 2.938 23937.4 83750.0

1375 18890.6 2707.7 0.0 43799.9 39326.6 2.564 2.938 20704.7 83750.0

1375 18890.6 1056.0 -0.0 37781.1 39326.6 1.000 1.000 19598.1 83750.0

1377 18890.6 2917.6 0.0 37781.1 39326.6 1.000 1.000 20845.3 83750.0

1377 18890.6 2917.6 -0.0 37781.1 39326.6 1.000 1.000 20845.3 83750.0

1378 18890.6 1647.0 0.0 37781.1 39326.6 1.000 1.000 19994.1 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1378 18890.6 1647.0 -0.0 37781.1 39326.6 1.000 1.000 19994.1 83750.0

1383 18890.6 2015.1 0.0 37781.1 39326.6 1.000 1.000 20240.7 83750.0

1383 18890.6 2015.1 -0.0 37781.1 39326.6 1.000 1.000 20240.7 83750.0

1384 18890.6 3564.6 0.0 37781.1 39326.6 1.000 1.000 21278.8 83750.0

1384 18890.6 3564.6 -0.0 37781.1 39326.6 1.000 1.000 21278.8 83750.0

1385 18890.6 576.7 0.0 37781.1 39326.6 1.000 1.000 19277.0 83750.0

1385 18890.6 1478.7 -0.0 41503.3 39326.6 2.564 2.938 19881.3 83750.0

1386 18890.6 7694.0 0.0 53117.6 39326.6 2.564 2.938 24045.6 83750.0

1386 18890.6 7694.0 -0.0 53117.6 39326.6 2.564 2.938 24045.6 83750.0

1376 18890.6 4644.2 0.0 47418.5 39326.6 2.564 2.938 22002.1 83750.0

1376 18890.6 1811.3 -0.0 37781.1 39326.6 1.000 1.000 20104.1 83750.0

1387 18890.6 2109.5 0.0 37781.1 39326.6 1.000 1.000 20303.9 83750.0

1387 18890.6 2109.5 -0.0 37781.1 39326.6 1.000 1.000 20303.9 83750.0

1388 18890.6 1744.1 0.0 37781.1 39326.6 1.000 1.000 20059.1 83750.0

1388 18890.6 1744.1 -0.0 37781.1 39326.6 1.000 1.000 20059.1 83750.01389 18890.6 719.9 0.0 37781.1 39326.6 1.000 1.000 19372.9 83750.0

1389 18890.6 719.9 -0.0 37781.1 39326.6 1.000 1.000 19372.9 83750.0

1391 18890.6 69.1 0.0 37781.1 39326.6 1.000 1.000 18936.8 83750.0

1391 18890.6 69.1 -0.0 37781.1 39326.6 1.000 1.000 18936.8 83750.0

1392 18890.6 12.4 0.0 37781.1 39326.6 1.000 1.000 18898.9 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1392 18890.6 12.4 -0.0 37781.1 39326.6 1.000 1.000 18898.9 83750.0

1393 18890.6 2.7 0.0 37781.1 39326.6 1.000 1.000 18892.4 83750.0

1393 18890.6 2.7 -0.0 37781.1 39326.6 1.000 1.000 18892.4 83750.0

1394 18890.6 1.4 0.0 37781.1 39326.6 1.000 1.000 18891.5 83750.0

1394 18890.6 1.4 -0.0 37781.1 39326.6 1.000 1.000 18891.5 83750.0

1395 18890.6 3.8 0.0 37781.1 39326.6 1.000 1.000 18893.1 83750.0

1395 18890.6 3.8 -0.0 37781.1 39326.6 1.000 1.000 18893.1 83750.01396 18890.6 14.0 0.0 37781.1 39326.6 1.000 1.000 18899.9 83750.0

1396 18890.6 14.0 -0.0 37781.1 39326.6 1.000 1.000 18899.9 83750.0

1397 18890.6 59.6 0.0 37781.1 39326.6 1.000 1.000 18930.5 83750.0

1397 18890.6 59.6 -0.0 37781.1 39326.6 1.000 1.000 18930.5 83750.0

1380 18890.6 516.5 0.0 37781.1 39326.6 2.300 2.300 19236.6 83750.0

1380 18890.6 986.9 -0.1 37781.1 39326.6 1.000 1.000 19551.8 83750.0

1398 18890.6 405.4 0.1 37781.1 39326.6 1.000 1.000 19162.2 83750.0

1398 18890.6 405.4 -0.1 37781.1 39326.6 1.000 1.000 19162.2 83750.0

1399 18890.6 53.4 0.1 37781.1 39326.6 1.000 1.000 18926.4 83750.0

1399 18890.6 53.4 -0.1 37781.1 39326.6 1.000 1.000 18926.4 83750.0

1401 18890.6 29.2 0.1 37781.1 39326.6 1.000 1.000 18910.1 83750.0

1401 18890.6 29.2 -0.1 37781.1 39326.6 1.000 1.000 18910.1 83750.0

1402 18890.6 28.3 0.1 37781.1 39326.6 1.000 1.000 18909.5 83750.0

1402 18890.6 28.3 -0.1 37781.1 39326.6 1.000 1.000 18909.5 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1403 18890.6 16.7 0.1 37781.1 39326.6 1.000 1.000 18901.8 83750.0

1403 18890.6 16.7 -0.1 37781.1 39326.6 1.000 1.000 18901.8 83750.0

1390 18890.6 112.3 0.1 37781.1 39326.6 2.300 2.300 18965.8 83750.0

1390 18890.6 48.8 -0.1 37781.1 39326.6 1.000 1.000 18923.3 83750.0

1400 18890.6 198.0 0.1 37781.1 39326.6 1.000 1.000 19023.2 83750.0

1420 18890.6 198.4 -0.1 37781.1 39326.6 1.000 1.000 19023.5 83750.0

1430 18890.6 51.3 0.1 37781.1 39326.6 1.000 1.000 18924.9 83750.0

1430 18890.6 51.3 -0.1 37781.1 39326.6 1.000 1.000 18924.9 83750.0

1431 18890.6 902.2 0.1 37781.1 39326.6 1.000 1.000 19495.0 83750.0

1431 18890.6 902.2 -0.1 37781.1 39326.6 1.000 1.000 19495.0 83750.0

1432 18890.6 2408.0 0.1 37781.1 39326.6 1.000 1.000 20503.9 83750.0

1432 18890.6 2408.0 -0.1 37781.1 39326.6 1.000 1.000 20503.9 83750.0

1433 18890.6 2647.0 0.1 37781.1 39326.6 1.000 1.000 20664.0 83750.0

1433 18890.6 5636.7 -0.1 49267.1 39326.6 2.129 2.440 22667.2 83750.0

1434 18890.6 7247.4 -0.3 52352.9 39326.6 2.129 2.440 23746.3 83750.0

1434 18890.6 7247.4 0.3 52352.9 39326.6 2.129 2.440 23746.3 83750.0

1440 18890.6 2924.3 0.1 44070.8 39326.6 2.129 2.440 20849.9 83750.0

1440 18890.6 1373.3 -0.1 37781.1 39326.6 1.000 1.000 19810.7 83750.0

1441 18890.6 4819.3 0.1 37781.1 39326.6 1.000 1.000 22119.5 83750.0

1441 18890.6 4819.3 -0.1 37781.1 39326.6 1.000 1.000 22119.5 83750.0

1442 18890.6 2833.2 0.1 37781.1 39326.6 1.000 1.000 20788.8 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1452 18890.6 2400.5 -0.2 37781.1 39326.6 1.000 1.000 20498.9 83750.0

1453 18890.6 1829.5 0.2 37781.1 39326.6 1.000 1.000 20116.3 83750.0

1453 18890.6 1829.5 -0.2 37781.1 39326.6 1.000 1.000 20116.3 83750.0

1454 18890.6 714.8 0.2 37781.1 39326.6 1.000 1.000 19369.5 83750.0

1454 18890.6 714.8 -0.2 37781.1 39326.6 1.000 1.000 19369.5 83750.0

1455 18890.6 79.6 0.2 37781.1 39326.6 1.000 1.000 18943.9 83750.0

1455 18890.6 79.6 -0.2 37781.1 39326.6 1.000 1.000 18943.9 83750.01456 18890.6 21.1 0.2 37781.1 39326.6 1.000 1.000 18904.7 83750.0

1456 18890.6 21.1 -0.2 37781.1 39326.6 1.000 1.000 18904.7 83750.0

1457 18890.6 18.5 0.2 37781.1 39326.6 1.000 1.000 18902.9 83750.0

1457 18890.6 18.5 -0.2 37781.1 39326.6 1.000 1.000 18902.9 83750.0

538 18890.6 1.3 0.2 37781.1 39326.6 1.000 1.000 18891.4 83750.0

538 18890.6 1.3 -0.2 37781.1 39326.6 1.000 1.000 18891.4 83750.0

490 18890.6 21.0 0.2 37781.1 39326.6 1.000 1.000 18904.6 83750.0

145 18890.6 103.0 3.5 37781.1 39326.6 1.000 1.000 18959.6 83750.0

166 18890.6 721.6 -3.5 37781.1 39326.6 1.000 1.000 19374.0 83750.0

166 18890.6 721.6 3.5 37781.1 39326.6 1.000 1.000 19374.0 83750.0

167 18890.6 1388.3 -3.5 37781.1 39326.6 1.000 1.000 19820.7 83750.0

167 18890.6 2956.3 3.5 44132.1 39326.6 2.129 2.440 20871.3 83750.0

168 18890.6 680.3 -1.6 39771.7 39326.6 2.129 2.440 19346.4 83750.0

168 18890.6 680.3 1.6 39771.7 39326.6 2.129 2.440 19346.4 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

2145 18890.6 2756.0 0.0 43748.3 39326.6 2.129 2.440 20737.1 83750.0

2145 18890.6 1294.2 -0.0 37781.1 39326.6 1.000 1.000 19757.7 83750.0

2154 18890.6 805.7 0.0 37781.1 39326.6 1.000 1.000 19430.4 83750.0

2154 18890.6 805.7 0.0 37781.1 39326.6 1.000 1.000 19430.4 83750.0

2155 18890.6 130.1 -0.0 37781.1 39326.6 1.000 1.000 18977.7 83750.0

210 18890.6 2537.0 0.0 37781.1 39326.6 1.000 1.000 20590.4 83750.0

214 18890.6 767.4 -0.0 37781.1 39326.6 1.000 1.000 19404.7 83750.0

214 18890.6 767.4 0.0 37781.1 39326.6 1.000 1.000 19404.7 83750.0

215 18890.6 1017.0 -0.0 37781.1 39326.6 1.000 1.000 19571.9 83750.0

215 18890.6 1017.0 0.0 37781.1 39326.6 1.000 1.000 19571.9 83750.0

216 18890.6 518.1 -0.0 37781.1 39326.6 1.000 1.000 19237.7 83750.0

216 18890.6 518.1 0.0 37781.1 39326.6 1.000 1.000 19237.7 83750.0

217 18890.6 30.9 -0.0 37781.1 39326.6 1.000 1.000 18911.2 83750.0

217 18890.6 30.9 0.0 37781.1 39326.6 1.000 1.000 18911.2 83750.0

218 18890.6 7.3 -0.0 37781.1 39326.6 1.000 1.000 18895.5 83750.0

218 18890.6 7.3 0.0 37781.1 39326.6 1.000 1.000 18895.5 83750.0

221 18890.6 2.1 -0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0

221 18890.6 2.1 0.0 37781.1 39326.6 1.000 1.000 18892.0 83750.0

222 18890.6 0.9 -0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0

222 18890.6 0.9 0.0 37781.1 39326.6 1.000 1.000 18891.2 83750.0

223 18890.6 14.0 -0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

223 18890.6 14.0 0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0

224 18890.6 15.1 -0.0 37781.1 39326.6 1.000 1.000 18900.7 83750.0

224 18890.6 15.1 0.0 37781.1 39326.6 1.000 1.000 18900.7 83750.0

225 18890.6 18.3 -0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0

225 18890.6 18.3 0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0

2209 18890.6 75.7 -0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0

2209 18890.6 75.7 0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0

2210 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0

270 18890.6 379.8 0.0 37781.1 39326.6 1.000 1.000 19145.0 83750.0

301 18890.6 564.7 -0.0 37781.1 39326.6 1.000 1.000 19268.9 83750.0

301 18890.6 564.7 0.0 37781.1 39326.6 1.000 1.000 19268.9 83750.0

302 18890.6 304.8 -0.0 37781.1 39326.6 1.000 1.000 19094.8 83750.0

302 18890.6 304.8 0.0 37781.1 39326.6 1.000 1.000 19094.8 83750.0

3269 18890.6 170.1 -0.0 37781.1 39326.6 1.000 1.000 19004.5 83750.0

3269 18890.6 170.1 0.0 37781.1 39326.6 1.000 1.000 19004.5 83750.03270 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0

350 18890.6 33.9 -2.2 37781.1 39326.6 1.000 1.000 18913.2 83750.0

419 18890.6 557.8 2.2 37781.1 39326.6 1.000 1.000 19264.3 83750.0

419 18890.6 557.8 -2.2 37781.1 39326.6 1.000 1.000 19264.3 83750.0

421 18890.6 1352.9 2.2 37781.1 39326.6 1.000 1.000 19797.0 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

421 18890.6 2881.0 -2.2 43987.8 39326.6 2.129 2.440 20820.9 83750.0

422 18890.6 654.3 0.8 39721.9 39326.6 2.129 2.440 19329.0 83750.0

422 18890.6 654.3 -0.8 39721.9 39326.6 2.129 2.440 19329.0 83750.0

3350 18890.6 2775.1 -0.0 43784.8 39326.6 2.129 2.440 20749.9 83750.0

3350 18890.6 1303.2 0.0 37781.1 39326.6 1.000 1.000 19763.7 83750.0

3359 18890.6 811.4 -0.0 37781.1 39326.6 1.000 1.000 19434.2 83750.0

3359 18890.6 811.4 0.0 37781.1 39326.6 1.000 1.000 19434.2 83750.03360 18890.6 130.5 -0.0 37781.1 39326.6 1.000 1.000 18978.0 83750.0

370 18890.6 19.3 -2.2 37781.1 39326.6 1.000 1.000 18903.5 83750.0

423 18890.6 611.8 2.2 37781.1 39326.6 1.000 1.000 19300.5 83750.0

423 18890.6 611.8 -2.2 37781.1 39326.6 1.000 1.000 19300.5 83750.0

424 18890.6 1380.5 2.2 37781.1 39326.6 1.000 1.000 19815.5 83750.0

424 18890.6 2939.8 -2.2 44100.4 39326.6 2.129 2.440 20860.2 83750.0

425 18890.6 676.3 0.8 39764.0 39326.6 2.129 2.440 19343.7 83750.0

425 18890.6 676.3 -0.8 39764.0 39326.6 2.129 2.440 19343.7 83750.0

4370 18890.6 2769.8 -0.0 43774.8 39326.6 2.129 2.440 20746.3 83750.0

4370 18890.6 1300.7 0.0 37781.1 39326.6 1.000 1.000 19762.0 83750.0

4379 18890.6 809.8 -0.0 37781.1 39326.6 1.000 1.000 19433.1 83750.0

4379 18890.6 809.8 0.0 37781.1 39326.6 1.000 1.000 19433.1 83750.0

4380 18890.6 130.5 -0.0 37781.1 39326.6 1.000 1.000 18978.0 83750.0

580 18890.6 18.0 0.0 37781.1 39326.6 1.000 1.000 18902.6 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

581 18890.6 31.9 -0.0 37781.1 39326.6 1.000 1.000 18912.0 83750.0

581 18890.6 31.9 0.0 37781.1 39326.6 1.000 1.000 18912.0 83750.0

582 18890.6 24.5 -0.0 37781.1 39326.6 1.000 1.000 18907.0 83750.0

582 18890.6 24.5 0.0 37781.1 39326.6 1.000 1.000 18907.0 83750.0

583 18890.6 13.7 -0.0 37781.1 39326.6 1.000 1.000 18899.7 83750.0

583 18890.6 13.7 0.0 37781.1 39326.6 1.000 1.000 18899.7 83750.0

584 18890.6 13.8 -0.0 37781.1 39326.6 1.000 1.000 18899.8 83750.0

584 18890.6 13.8 0.0 37781.1 39326.6 1.000 1.000 18899.8 83750.0

585 18890.6 14.7 -0.0 37781.1 39326.6 1.000 1.000 18900.4 83750.0

585 18890.6 14.7 0.0 37781.1 39326.6 1.000 1.000 18900.4 83750.0

586 18890.6 18.4 -0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0

586 18890.6 18.4 0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0

4579 18890.6 75.7 -0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0

4579 18890.6 75.7 0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0

4580 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0

590 18890.6 37.1 -3.7 37781.1 39326.6 1.000 1.000 18915.4 83750.0

597 18890.6 627.8 3.7 37781.1 39326.6 1.000 1.000 19311.2 83750.0

597 18890.6 627.8 -3.7 37781.1 39326.6 1.000 1.000 19311.2 83750.0

598 18890.6 1374.7 3.7 37781.1 39326.6 1.000 1.000 19811.6 83750.0

598 18890.6 2927.5 -3.7 44076.8 39326.6 2.129 2.440 20852.0 83750.0

601 18890.6 676.3 1.6 39764.0 39326.6 2.129 2.440 19343.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

601 18890.6 676.3 -1.6 39764.0 39326.6 2.129 2.440 19343.7 83750.0

5590 18890.6 2741.8 -0.0 43721.0 39326.6 2.129 2.440 20727.5 83750.0

5590 18890.6 1287.5 0.0 37781.1 39326.6 1.000 1.000 19753.2 83750.0

5599 18890.6 801.6 -0.0 37781.1 39326.6 1.000 1.000 19427.6 83750.0

5599 18890.6 801.6 0.0 37781.1 39326.6 1.000 1.000 19427.6 83750.0

5600 18890.6 130.1 -0.0 37781.1 39326.6 1.000 1.000 18977.7 83750.0

900 18890.6 2.6 2.3 37781.1 39326.6 1.000 1.000 18892.3 83750.0

905 18890.6 1382.1 -2.3 37781.1 39326.6 1.000 1.000 19816.5 83750.0

905 18890.6 2943.1 2.3 44106.7 39326.6 2.129 2.440 20862.4 83750.0

906 18890.6 652.8 -0.8 39718.9 39326.6 2.129 2.440 19327.9 83750.0

906 18890.6 652.8 0.8 39718.9 39326.6 2.129 2.440 19327.9 83750.0

6900 18890.6 2566.7 0.0 43385.6 39326.6 2.129 2.440 20610.2 83750.0

6900 18890.6 1205.3 -0.0 37781.1 39326.6 1.000 1.000 19698.1 83750.0

6909 18890.6 750.7 0.0 37781.1 39326.6 1.000 1.000 19393.5 83750.0

6909 18890.6 750.7 -0.0 37781.1 39326.6 1.000 1.000 19393.5 83750.06910 18890.6 130.4 0.0 37781.1 39326.6 1.000 1.000 18978.0 83750.0

910 18890.6 1249.6 5.7 37781.1 39326.6 1.000 1.000 19727.8 83750.0

917 18890.6 498.5 -5.7 37781.1 39326.6 1.000 1.000 19224.5 83750.0

917 18890.6 1061.5 5.7 40502.0 39326.6 2.129 2.440 19601.8 83750.0

918 18890.6 534.2 -2.8 39491.5 39326.6 2.129 2.440 19248.5 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

918 18890.6 534.2 2.8 39491.5 39326.6 2.129 2.440 19248.5 83750.0

7910 18890.6 2900.8 0.0 44025.6 39326.6 2.129 2.440 20834.1 83750.0

7910 18890.6 1362.2 -0.0 37781.1 39326.6 1.000 1.000 19803.2 83750.0

7919 18890.6 847.8 0.0 37781.1 39326.6 1.000 1.000 19458.6 83750.0

7919 18890.6 847.8 -0.0 37781.1 39326.6 1.000 1.000 19458.6 83750.0

7920 18890.6 129.6 0.0 37781.1 39326.6 1.000 1.000 18977.4 83750.0

930 18890.6 263.5 0.0 37781.1 39326.6 1.000 1.000 19067.1 83750.0946 18890.6 651.5 -0.0 37781.1 39326.6 1.000 1.000 19327.1 83750.0

946 18890.6 651.5 0.0 37781.1 39326.6 1.000 1.000 19327.1 83750.0

947 18890.6 475.5 -0.0 37781.1 39326.6 1.000 1.000 19209.2 83750.0

947 18890.6 475.5 0.0 37781.1 39326.6 1.000 1.000 19209.2 83750.0

948 18890.6 177.8 -0.0 37781.1 39326.6 1.000 1.000 19009.7 83750.0

948 18890.6 177.8 0.0 37781.1 39326.6 1.000 1.000 19009.7 83750.0

949 18890.6 91.2 -0.0 37781.1 39326.6 1.000 1.000 18951.7 83750.0

949 18890.6 91.2 0.0 37781.1 39326.6 1.000 1.000 18951.7 83750.0

952 18890.6 15.3 -0.0 37781.1 39326.6 1.000 1.000 18900.8 83750.0

952 18890.6 15.3 0.0 37781.1 39326.6 1.000 1.000 18900.8 83750.0

953 18890.6 22.4 -0.0 37781.1 39326.6 1.000 1.000 18905.6 83750.0

953 18890.6 22.4 0.0 37781.1 39326.6 1.000 1.000 18905.6 83750.0

8929 18890.6 75.9 -0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0

8929 18890.6 75.9 0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

8930 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0

950 18890.6 778.1 4.1 37781.1 39326.6 1.000 1.000 19411.9 83750.0

954 18890.6 389.9 -4.1 37781.1 39326.6 1.000 1.000 19151.8 83750.0

954 18890.6 389.9 4.1 37781.1 39326.6 1.000 1.000 19151.8 83750.0

955 18890.6 808.1 -4.1 37781.1 39326.6 1.000 1.000 19432.0 83750.0

955 18890.6 1720.9 4.1 41765.2 39326.6 2.129 2.440 20043.5 83750.0

956 18890.6 173.0 -1.9 38799.3 39326.6 2.129 2.440 19006.5 83750.0

956 18890.6 173.0 1.9 38799.3 39326.6 2.129 2.440 19006.5 83750.0

9950 18890.6 2919.7 0.0 44061.9 39326.6 2.129 2.440 20846.7 83750.0

9950 18890.6 1371.1 -0.0 37781.1 39326.6 1.000 1.000 19809.2 83750.0

9959 18890.6 853.4 0.0 37781.1 39326.6 1.000 1.000 19462.3 83750.0

9959 18890.6 853.4 -0.0 37781.1 39326.6 1.000 1.000 19462.3 83750.0

9960 18890.6 130.0 0.0 37781.1 39326.6 1.000 1.000 18977.6 83750.0

960 18890.6 5.7 0.0 37781.1 39326.6 1.000 1.000 18894.4 83750.0

968 18890.6 57.4 -0.0 37781.1 39326.6 1.000 1.000 18929.0 83750.0

968 18890.6 57.4 0.0 37781.1 39326.6 1.000 1.000 18929.0 83750.0

971 18890.6 36.3 -0.0 37781.1 39326.6 1.000 1.000 18914.9 83750.0

971 18890.6 36.3 0.0 37781.1 39326.6 1.000 1.000 18914.9 83750.0

972 18890.6 15.6 -0.0 37781.1 39326.6 1.000 1.000 18901.0 83750.0

972 18890.6 15.6 0.0 37781.1 39326.6 1.000 1.000 18901.0 83750.0

973 18890.6 13.9 -0.0 37781.1 39326.6 1.000 1.000 18899.9 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

973 18890.6 13.9 0.0 37781.1 39326.6 1.000 1.000 18899.9 83750.0

974 18890.6 14.8 -0.0 37781.1 39326.6 1.000 1.000 18900.5 83750.0

974 18890.6 14.8 0.0 37781.1 39326.6 1.000 1.000 18900.5 83750.0

975 18890.6 18.4 -0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0

975 18890.6 18.4 0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0

10959 18890.6 75.7 -0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0

10959 18890.6 75.7 0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0

10960 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0

1250 18890.6 433.6 -6.0 37781.1 39326.6 1.000 1.000 19181.1 83750.0

1251 18890.6 420.7 6.0 37781.1 39326.6 1.000 1.000 19172.4 83750.0

1251 18890.6 420.7 -6.0 37781.1 39326.6 1.000 1.000 19172.4 83750.0

1252 18890.6 1203.7 6.0 37781.1 39326.6 1.000 1.000 19697.0 83750.0

1252 18890.6 2563.3 -6.0 43379.1 39326.6 2.129 2.440 20608.0 83750.0

1253 18890.6 520.7 3.0 39465.6 39326.6 2.129 2.440 19239.4 83750.0

1253 18890.6 520.7 -3.0 39465.6 39326.6 2.129 2.440 19239.4 83750.011250 18890.6 2739.4 -0.0 43716.6 39326.6 2.129 2.440 20726.0 83750.0

11250 18890.6 1286.4 0.0 37781.1 39326.6 1.000 1.000 19752.5 83750.0

11259 18890.6 800.8 -0.0 37781.1 39326.6 1.000 1.000 19427.1 83750.0

11259 18890.6 800.8 0.0 37781.1 39326.6 1.000 1.000 19427.1 83750.0

11260 18890.6 129.5 -0.0 37781.1 39326.6 1.000 1.000 18977.3 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1260 18890.6 26.8 -0.0 37781.1 39326.6 1.000 1.000 18908.5 83750.0

1265 18890.6 161.0 0.0 37781.1 39326.6 1.000 1.000 18998.4 83750.0

1265 18890.6 161.0 -0.0 37781.1 39326.6 1.000 1.000 18998.4 83750.0

1266 18890.6 108.8 0.0 37781.1 39326.6 1.000 1.000 18963.5 83750.0

1266 18890.6 108.8 -0.0 37781.1 39326.6 1.000 1.000 18963.5 83750.0

1267 18890.6 35.9 0.0 37781.1 39326.6 1.000 1.000 18914.6 83750.0

1267 18890.6 35.9 -0.0 37781.1 39326.6 1.000 1.000 18914.6 83750.01268 18890.6 7.1 0.0 37781.1 39326.6 1.000 1.000 18895.3 83750.0

1268 18890.6 7.1 -0.0 37781.1 39326.6 1.000 1.000 18895.3 83750.0

1269 18890.6 14.3 0.0 37781.1 39326.6 1.000 1.000 18900.1 83750.0

1269 18890.6 14.3 -0.0 37781.1 39326.6 1.000 1.000 18900.1 83750.0

1271 18890.6 14.7 0.0 37781.1 39326.6 1.000 1.000 18900.4 83750.0

1271 18890.6 14.7 -0.0 37781.1 39326.6 1.000 1.000 18900.4 83750.0

1272 18890.6 18.6 0.0 37781.1 39326.6 1.000 1.000 18903.0 83750.0

1272 18890.6 18.6 -0.0 37781.1 39326.6 1.000 1.000 18903.0 83750.0

12259 18890.6 75.9 0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0

12259 18890.6 75.9 -0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0

12260 18890.6 133.1 0.0 37781.1 39326.6 1.000 1.000 18979.8 83750.0

1270 18890.6 169.2 -2.7 37781.1 39326.6 1.000 1.000 19003.9 83750.0

1273 18890.6 1730.7 2.7 37781.1 39326.6 1.000 1.000 20050.1 83750.0

1273 18890.6 3685.4 -2.7 45528.9 39326.6 2.129 2.440 21359.8 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1274 18890.6 1086.8 1.1 40550.5 39326.6 2.129 2.440 19618.7 83750.0

1274 18890.6 1086.8 -1.1 40550.5 39326.6 2.129 2.440 19618.7 83750.0

13270 18890.6 2434.1 -0.0 43131.6 39326.6 2.129 2.440 20521.4 83750.0

13270 18890.6 1143.0 0.0 37781.1 39326.6 1.000 1.000 19656.4 83750.0

13279 18890.6 712.0 -0.0 37781.1 39326.6 1.000 1.000 19367.6 83750.0

13279 18890.6 712.0 0.0 37781.1 39326.6 1.000 1.000 19367.6 83750.0

13280 18890.6 130.3 -0.0 37781.1 39326.6 1.000 1.000 18977.9 83750.0

1310 18890.6 398.7 0.0 37781.1 39326.6 1.000 1.000 19157.7 83750.0

1339 18890.6 933.5 -0.0 37781.1 39326.6 1.000 1.000 19516.0 83750.0

1339 18890.6 933.5 0.0 37781.1 39326.6 1.000 1.000 19516.0 83750.0

1368 18890.6 689.7 -0.0 37781.1 39326.6 1.000 1.000 19352.6 83750.0

1368 18890.6 689.7 0.0 37781.1 39326.6 1.000 1.000 19352.6 83750.0

1369 18890.6 262.7 -0.0 37781.1 39326.6 1.000 1.000 19066.5 83750.0

1369 18890.6 262.7 0.0 37781.1 39326.6 1.000 1.000 19066.5 83750.0

1404 18890.6 33.9 -0.0 37781.1 39326.6 1.000 1.000 18913.3 83750.0

1404 18890.6 33.9 0.0 37781.1 39326.6 1.000 1.000 18913.3 83750.0

1405 18890.6 13.2 -0.0 37781.1 39326.6 1.000 1.000 18899.4 83750.0

1405 18890.6 13.2 0.0 37781.1 39326.6 1.000 1.000 18899.4 83750.0

1406 18890.6 14.1 -0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0

1406 18890.6 14.1 0.0 37781.1 39326.6 1.000 1.000 18900.0 83750.0

1407 18890.6 15.1 -0.0 37781.1 39326.6 1.000 1.000 18900.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1407 18890.6 15.1 0.0 37781.1 39326.6 1.000 1.000 18900.7 83750.0

1408 18890.6 18.4 -0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0

1408 18890.6 18.4 0.0 37781.1 39326.6 1.000 1.000 18902.9 83750.0

14309 18890.6 75.7 -0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0

14309 18890.6 75.7 0.0 37781.1 39326.6 1.000 1.000 18941.3 83750.0

14310 18890.6 133.0 -0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0

1330 18890.6 2185.4 0.0 37781.1 39326.6 1.000 1.000 20354.8 83750.0

1409 18890.6 1342.9 -0.0 37781.1 39326.6 1.000 1.000 19790.3 83750.0

1409 18890.6 1342.9 0.0 37781.1 39326.6 1.000 1.000 19790.3 83750.0

1411 18890.6 1320.5 -0.0 37781.1 39326.6 1.000 1.000 19775.3 83750.0

1411 18890.6 1320.5 0.0 37781.1 39326.6 1.000 1.000 19775.3 83750.0

1412 18890.6 599.4 -0.0 37781.1 39326.6 1.000 1.000 19292.1 83750.0

1412 18890.6 599.4 0.0 37781.1 39326.6 1.000 1.000 19292.1 83750.0

1413 18890.6 45.5 -0.0 37781.1 39326.6 1.000 1.000 18921.0 83750.0

1413 18890.6 45.5 0.0 37781.1 39326.6 1.000 1.000 18921.0 83750.01414 18890.6 5.5 -0.0 37781.1 39326.6 1.000 1.000 18894.2 83750.0

1414 18890.6 5.5 0.0 37781.1 39326.6 1.000 1.000 18894.2 83750.0

1415 18890.6 25.7 -0.0 37781.1 39326.6 1.000 1.000 18907.8 83750.0

1415 18890.6 25.7 0.0 37781.1 39326.6 1.000 1.000 18907.8 83750.0

1416 18890.6 102.3 -0.0 37781.1 39326.6 1.000 1.000 18959.1 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1416 18890.6 102.3 0.0 37781.1 39326.6 1.000 1.000 18959.1 83750.0

1417 18890.6 150.3 -0.0 37781.1 39326.6 1.000 1.000 18991.3 83750.0

1417 18890.6 150.3 0.0 37781.1 39326.6 1.000 1.000 18991.3 83750.0

1418 18890.6 1013.1 -0.0 37781.1 39326.6 1.000 1.000 19569.3 83750.0

1418 18890.6 1013.1 0.0 37781.1 39326.6 1.000 1.000 19569.3 83750.0

1419 18890.6 3894.8 -0.0 37781.1 39326.6 1.000 1.000 21500.1 83750.0

1419 18890.6 3894.8 0.0 37781.1 39326.6 1.000 1.000 21500.1 83750.01421 18890.6 7493.8 -0.0 37781.1 39326.6 1.000 1.000 23911.4 83750.0

1421 18890.6 19213.9 0.0 74643.9 41194.4 2.564 2.938 31763.9 83750.0

1422 18890.6 1749.6 -0.0 42009.7 39326.6 2.564 2.938 20062.8 83750.0

1422 18890.6 1749.6 0.0 42009.7 39326.6 2.564 2.938 20062.8 83750.0

15320 18890.6 21031.6 0.0 78040.6 40394.8 2.564 2.938 32981.8 83750.0

15320 18890.6 8202.7 -0.0 37781.1 39326.6 1.000 1.000 24386.4 83750.0

15321 18890.6 7261.2 0.0 37781.1 39326.6 1.000 1.000 23755.6 83750.0

15321 18890.6 7261.2 -0.0 37781.1 39326.6 1.000 1.000 23755.6 83750.0

15322 18890.6 3037.4 0.0 37781.1 39326.6 1.000 1.000 20925.6 83750.0

15322 18890.6 3037.4 -0.0 37781.1 39326.6 1.000 1.000 20925.6 83750.0

15323 18890.6 422.3 0.0 37781.1 39326.6 1.000 1.000 19173.5 83750.0

15323 18890.6 422.3 -0.0 37781.1 39326.6 1.000 1.000 19173.5 83750.0

15324 18890.6 370.3 0.0 37781.1 39326.6 1.000 1.000 19138.7 83750.0

15324 18890.6 370.3 -0.0 37781.1 39326.6 1.000 1.000 19138.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

15326 18890.6 61.4 0.0 37781.1 39326.6 1.000 1.000 18931.7 83750.0

15326 18890.6 61.4 -0.0 37781.1 39326.6 1.000 1.000 18931.7 83750.0

15327 18890.6 16.0 0.0 37781.1 39326.6 1.000 1.000 18901.3 83750.0

15327 18890.6 16.0 -0.0 37781.1 39326.6 1.000 1.000 18901.3 83750.0

15328 18890.6 18.1 0.0 37781.1 39326.6 1.000 1.000 18902.7 83750.0

15328 18890.6 18.1 -0.0 37781.1 39326.6 1.000 1.000 18902.7 83750.0

15329 18890.6 19.0 0.0 37781.1 39326.6 1.000 1.000 18903.3 83750.0

15329 18890.6 19.0 -0.0 37781.1 39326.6 1.000 1.000 18903.3 83750.0

15331 18890.6 75.8 0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0

15331 18890.6 75.8 -0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0

15325 18890.6 133.1 0.0 37781.1 39326.6 1.000 1.000 18979.7 83750.0

1360 18890.6 3193.3 -0.0 37781.1 39326.6 1.000 1.000 21030.1 83750.0

1423 18890.6 1509.4 0.0 37781.1 39326.6 1.000 1.000 19901.9 83750.0

1423 18890.6 1509.4 -0.0 37781.1 39326.6 1.000 1.000 19901.9 83750.0

1424 18890.6 1609.1 0.0 37781.1 39326.6 1.000 1.000 19968.7 83750.0

1424 18890.6 1609.1 -0.0 37781.1 39326.6 1.000 1.000 19968.7 83750.0

1425 18890.6 725.0 0.0 37781.1 39326.6 1.000 1.000 19376.3 83750.0

1425 18890.6 725.0 -0.0 37781.1 39326.6 1.000 1.000 19376.3 83750.0

1426 18890.6 57.1 0.0 37781.1 39326.6 1.000 1.000 18928.8 83750.0

1426 18890.6 57.1 -0.0 37781.1 39326.6 1.000 1.000 18928.8 83750.0

1427 18890.6 58.4 0.0 37781.1 39326.6 1.000 1.000 18929.7 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1427 18890.6 58.4 -0.0 37781.1 39326.6 1.000 1.000 18929.7 83750.0

1428 18890.6 27.6 0.0 37781.1 39326.6 1.000 1.000 18909.1 83750.0

1428 18890.6 27.6 -0.0 37781.1 39326.6 1.000 1.000 18909.1 83750.0

1429 18890.6 19.1 0.0 37781.1 39326.6 1.000 1.000 18903.3 83750.0

1429 18890.6 19.1 -0.0 37781.1 39326.6 1.000 1.000 18903.3 83750.0

16359 18890.6 75.9 0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0

16359 18890.6 75.9 -0.0 37781.1 39326.6 1.000 1.000 18941.4 83750.0

16360 18890.6 133.1 0.0 37781.1 39326.6 1.000 1.000 18979.8 83750.0

1347 18890.6 787.7 0.0 37781.1 39326.6 1.000 1.000 19418.3 83750.0

1435 18890.6 245.3 -0.0 37781.1 39326.6 1.000 1.000 19054.9 83750.0

1435 18890.6 245.3 0.0 37781.1 39326.6 1.000 1.000 19054.9 83750.0

1436 18890.6 317.9 -0.0 37781.1 39326.6 1.000 1.000 19103.6 83750.0

1436 18890.6 317.9 0.0 37781.1 39326.6 1.000 1.000 19103.6 83750.0

17370 18890.6 153.2 -0.0 37781.1 39326.6 1.000 1.000 18993.2 83750.0

17370 18890.6 153.2 0.0 37781.1 39326.6 1.000 1.000 18993.2 83750.017371 18890.6 61.6 -0.0 37781.1 39326.6 1.000 1.000 18931.9 83750.0

17371 18890.6 61.6 0.0 37781.1 39326.6 1.000 1.000 18931.9 83750.0

17372 18890.6 23.9 -0.0 37781.1 39326.6 1.000 1.000 18906.5 83750.0

17372 18890.6 23.9 0.0 37781.1 39326.6 1.000 1.000 18906.5 83750.0

17379 18890.6 77.5 -0.0 37781.1 39326.6 1.000 1.000 18942.5 83750.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

17379 18890.6 77.5 0.0 37781.1 39326.6 1.000 1.000 18942.5 83750.0

17380 18890.6 133.9 -0.0 37781.1 39326.6 1.000 1.000 18980.3 83750.0

1380 18890.6 1211.4 4.3 37781.1 39326.6 1.000 1.000 19702.2 83750.0

1437 18890.6 876.3 -4.3 37781.1 39326.6 1.000 1.000 19477.7 83750.0

1437 18890.6 876.3 4.3 37781.1 39326.6 1.000 1.000 19477.7 83750.0

1438 18890.6 520.9 -4.3 37781.1 39326.6 1.000 1.000 19239.6 83750.0

1438 18890.6 1109.2 4.3 40593.4 39326.6 2.129 2.440 19633.7 83750.01439 18890.6 88.6 -2.0 38636.9 39326.6 2.129 2.440 18950.0 83750.0

1439 18890.6 88.6 2.0 38636.9 39326.6 2.129 2.440 18950.0 83750.0

18380 18890.6 2996.3 0.0 44208.7 39326.6 2.129 2.440 20898.1 83750.0

18380 18890.6 1407.1 -0.0 37781.1 39326.6 1.000 1.000 19833.3 83750.0

18389 18890.6 875.7 0.0 37781.1 39326.6 1.000 1.000 19477.3 83750.0

18389 18890.6 875.7 -0.0 37781.1 39326.6 1.000 1.000 19477.3 83750.0

18390 18890.6 129.9 0.0 37781.1 39326.6 1.000 1.000 18977.6 83750.0




STRESSES EXTENDED REPORT: Stresses on ElementsCASE 4 (EXP) L4=L2-L3


NO CODE STRESS CHECK PROCESSED: LOADCASE 4 ( EXP) L4=L2- L3




NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

10 0.0 0.0 0.0 0.0 0.8 1.000 1.000 0.0 0.0

11 0.0 0.0 0.0 0.0 0.8 1.000 1.000 0.0 0.0

11 0.0 0.0 0.0 0.0 2.3 1.000 1.000 0.0 0.0

12 0.0 0.0 0.0 0.0 2.3 1.000 1.000 0.0 0.0

12 0.0 0.0 0.0 0.0 3.8 1.000 1.000 0.0 0.013 0.0 0.0 -0.0 0.0 3.8 1.000 1.000 0.0 0.0

13 0.0 0.0 0.0 0.0 5.7 1.000 1.000 0.0 0.0

14 0.0 0.0 0.0 0.0 5.7 1.000 1.000 0.0 0.0

14 0.0 0.0 0.0 0.0 19.1 1.000 1.000 0.0 0.0

15 0.0 0.0 0.0 0.0 19.1 1.000 1.000 0.0 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

15 0.0 0.0 0.0 0.0 27.9 1.000 1.000 0.0 0.0

16 0.0 0.0 0.0 0.0 27.9 1.000 1.000 0.0 0.0

16 0.0 0.0 0.0 0.0 29.0 1.000 1.000 0.0 0.0

17 0.0 0.0 -0.0 0.0 29.0 1.000 1.000 0.0 0.0

17 0.0 0.0 0.0 0.0 29.9 1.000 1.000 0.0 0.0

18 0.0 0.0 0.0 0.0 29.9 1.000 1.000 0.0 0.0

18 0.0 0.0 -0.0 0.0 30.8 1.000 1.000 0.0 0.019 0.0 0.0 0.0 0.0 30.8 1.000 1.000 0.0 0.0

19 0.0 0.0 0.0 0.0 30.8 1.000 1.000 0.0 0.0

20 0.0 0.0 0.0 0.0 30.8 1.000 1.000 0.0 0.0

20 0.0 0.0 0.0 0.0 31.2 1.000 1.000 0.0 0.0

30 0.0 0.0 -0.0 0.0 31.2 1.000 1.000 0.0 0.0

50 0.0 0.0 0.0 0.0 31.2 1.000 1.000 0.0 0.0

60 0.0 0.0 -0.0 0.0 31.2 1.000 1.000 0.0 0.0

60 0.0 0.0 0.0 0.0 31.5 1.000 1.000 0.0 0.0

61 0.0 0.0 0.0 0.0 31.5 1.000 1.000 0.0 0.0

61 0.0 0.0 0.0 0.0 32.2 1.000 1.000 0.0 0.0

62 0.0 0.0 0.0 0.0 32.2 1.000 1.000 0.0 0.0

62 0.0 0.0 0.0 0.0 32.9 1.000 1.000 0.0 0.0

63 0.0 0.0 0.0 0.0 32.9 1.000 1.000 0.0 0.0

63 0.0 0.0 0.0 0.0 33.7 1.000 1.000 0.0 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

64 0.0 0.2 0.0 0.0 33.9 1.000 1.000 0.2 0.0

64 0.0 0.2 0.0 0.0 37.9 1.000 1.000 0.2 0.0

65 0.0 0.6 0.0 0.0 38.3 1.000 1.000 0.4 0.0

65 0.0 0.6 0.0 0.0 42.5 1.000 1.000 0.4 0.0

66 0.0 2.1 0.0 0.0 44.0 1.000 1.000 1.4 0.0

66 0.0 2.1 -0.0 0.0 44.8 1.000 1.000 1.4 0.0

67 0.0 11.3 0.0 0.0 54.0 1.000 1.000 7.6 0.0

67 0.0 11.3 -0.0 0.0 54.1 1.000 1.000 7.6 0.0

68 0.0 40.7 0.0 0.0 83.5 1.000 1.000 27.3 0.0

68 0.0 40.7 0.0 0.0 83.6 1.000 1.000 27.3 0.0

69 0.0 75.2 0.0 0.0 118.1 1.000 1.000 50.4 0.0

69 0.0 75.2 0.0 0.0 118.1 1.000 1.000 50.4 0.0

71 0.0 40.9 -0.0 0.0 83.9 1.000 1.000 27.4 0.0

71 0.0 87.2 0.0 167.0 130.1 2.129 2.440 58.4 0.0

72 0.0 87.4 -0.0 167.4 143.5 2.129 2.440 58.5 0.0

72 0.0 87.4 0.0 167.4 143.6 2.129 2.440 58.5 0.0

70 0.0 119.2 0.0 228.4 177.8 2.129 2.440 79.9 0.0

70 0.0 56.0 -0.0 0.0 114.9 1.000 1.000 37.5 0.0

73 0.0 6.3 0.0 0.0 65.2 1.000 1.000 4.2 0.0

73 0.0 6.3 -0.0 0.0 65.6 1.000 1.000 4.2 0.0

74 0.0 15.5 0.0 0.0 74.8 1.000 1.000 10.4 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

74 0.0 15.5 -0.0 0.0 75.1 1.000 1.000 10.4 0.0

75 0.0 9.0 0.0 0.0 68.7 1.000 1.000 6.1 0.0

75 0.0 9.0 -0.0 0.0 69.1 1.000 1.000 6.1 0.0

76 0.0 0.3 0.0 0.0 60.4 1.000 1.000 0.2 0.0

76 0.0 0.3 -0.0 0.0 62.3 1.000 1.000 0.2 0.0

77 0.0 0.1 0.0 0.0 62.1 1.000 1.000 0.0 0.0

77 0.0 0.1 -0.0 0.0 65.1 1.000 1.000 0.0 0.0

78 0.0 0.1 0.0 0.0 65.1 1.000 1.000 0.0 0.0

78 0.0 0.1 -0.0 0.0 65.3 1.000 1.000 0.0 0.0

79 0.0 0.1 0.0 0.0 65.3 1.000 1.000 0.0 0.0

79 0.0 0.1 -0.0 0.0 65.3 1.000 1.000 0.0 0.0

80 0.0 0.4 0.0 0.0 65.6 2.300 2.300 0.2 0.0

80 0.0 112.5 -0.0 0.0 208.3 1.000 1.000 75.4 0.0

81 0.0 6.6 0.0 0.0 102.4 1.000 1.000 4.4 0.0

81 0.0 6.6 -0.0 0.0 102.4 1.000 1.000 4.4 0.089 0.0 5.2 0.0 0.0 101.1 1.000 1.000 3.5 0.0

89 0.0 5.2 -0.0 0.0 101.1 1.000 1.000 3.5 0.0

90 0.0 17.1 0.0 0.0 112.9 1.000 1.000 11.4 0.0

90 0.0 17.1 -0.0 0.0 112.9 1.000 1.000 11.4 0.0

100 0.0 14.2 0.0 0.0 110.0 1.000 1.000 9.5 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

120 0.0 10.3 -0.0 0.0 100.1 1.000 1.000 6.9 0.0

130 0.0 3.3 0.0 0.0 93.1 1.000 1.000 2.2 0.0

130 0.0 3.3 -0.0 0.0 93.1 1.000 1.000 2.2 0.0

131 0.0 0.9 0.0 0.0 90.7 1.000 1.000 0.6 0.0

131 0.0 0.9 -0.0 0.0 90.7 1.000 1.000 0.6 0.0

132 0.0 0.4 0.0 0.0 90.1 1.000 1.000 0.3 0.0

132 0.0 0.4 -0.0 0.0 90.1 1.000 1.000 0.3 0.0133 0.0 1.1 0.0 0.0 90.8 1.000 1.000 0.7 0.0

133 0.0 1.1 -0.0 0.0 90.8 1.000 1.000 0.7 0.0

134 0.0 3.1 0.0 0.0 92.8 1.000 1.000 2.1 0.0

134 0.0 3.1 -0.0 0.0 92.8 1.000 1.000 2.1 0.0

140 0.0 5.5 0.0 0.0 95.1 2.300 2.300 3.7 0.0

140 0.0 2.1 0.0 0.0 89.5 1.000 1.000 1.4 0.0

145 0.0 3.2 -0.0 0.0 90.6 2.300 2.300 2.1 0.0

145 0.0 0.0 0.0 0.0 86.7 1.000 1.000 0.0 0.0

146 0.0 0.0 -0.0 0.0 86.7 1.000 1.000 0.0 0.0

146 0.0 0.0 0.0 0.0 86.7 1.000 1.000 0.0 0.0

147 0.0 0.0 -0.0 0.0 86.7 1.000 1.000 0.0 0.0

147 0.0 0.0 0.0 0.0 86.6 1.000 1.000 0.0 0.0

148 0.0 0.0 -0.0 0.0 86.6 1.000 1.000 0.0 0.0

148 0.0 0.0 0.0 0.0 86.2 1.000 1.000 0.0 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

149 0.0 0.0 -0.0 0.0 86.2 1.000 1.000 0.0 0.0

149 0.0 0.0 0.0 0.0 85.0 1.000 1.000 0.0 0.0

151 0.0 0.0 -0.0 0.0 85.0 1.000 1.000 0.0 0.0

151 0.0 0.0 0.0 0.0 82.0 1.000 1.000 0.0 0.0

152 0.0 0.1 -0.0 0.0 82.0 1.000 1.000 0.0 0.0

152 0.0 0.1 0.0 0.0 78.7 1.000 1.000 0.0 0.0

153 0.0 0.3 -0.0 0.0 79.0 1.000 1.000 0.2 0.0

153 0.0 0.3 0.0 0.0 75.8 1.000 1.000 0.2 0.0

154 0.0 1.6 -0.0 0.0 77.1 1.000 1.000 1.1 0.0

154 0.0 1.6 0.0 0.0 75.5 1.000 1.000 1.1 0.0

155 0.0 14.0 -0.0 0.0 88.0 1.000 1.000 9.4 0.0

155 0.0 14.0 0.0 0.0 87.6 1.000 1.000 9.4 0.0

156 0.0 37.2 -0.0 0.0 110.8 1.000 1.000 24.9 0.0

156 0.0 37.2 0.0 0.0 110.5 1.000 1.000 24.9 0.0

157 0.0 51.1 -0.0 0.0 124.4 1.000 1.000 34.2 0.0

157 0.0 51.1 0.0 0.0 124.2 1.000 1.000 34.2 0.0

158 0.0 19.0 -0.0 0.0 92.1 1.000 1.000 12.7 0.0

158 0.0 40.4 0.0 77.5 113.3 2.129 2.440 27.1 0.0

159 0.0 121.3 -0.0 232.5 200.3 2.129 2.440 81.3 0.0

159 0.0 121.3 0.0 232.5 200.2 2.129 2.440 81.3 0.0

150 0.0 6.0 -0.0 11.6 76.3 2.129 2.440 4.0 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

150 0.0 2.8 0.0 0.0 73.2 1.000 1.000 1.9 0.0

161 0.0 62.1 -0.0 0.0 132.5 1.000 1.000 41.6 0.0

161 0.0 62.1 0.0 0.0 132.7 1.000 1.000 41.6 0.0

162 0.0 41.6 -0.0 0.0 112.2 1.000 1.000 27.9 0.0

162 0.0 41.6 0.0 0.0 112.5 1.000 1.000 27.9 0.0

163 0.0 2.5 -0.0 0.0 73.4 1.000 1.000 1.7 0.0

163 0.0 2.5 0.0 0.0 73.6 1.000 1.000 1.7 0.0

164 0.0 2.5 -0.0 0.0 73.6 1.000 1.000 1.7 0.0

164 0.0 2.5 0.0 0.0 73.8 1.000 1.000 1.7 0.0

165 0.0 2.3 -0.0 0.0 73.5 1.000 1.000 1.5 0.0

165 0.0 2.3 0.0 0.0 73.5 1.000 1.000 1.5 0.0

160 0.0 2.0 -0.0 0.0 73.3 1.000 1.000 1.3 0.0

160 0.0 2.0 0.0 0.0 73.4 1.000 1.000 1.3 0.0

170 0.0 0.7 -0.0 0.0 72.1 1.000 1.000 0.5 0.0

190 0.0 0.1 0.0 0.0 71.5 1.000 1.000 0.1 0.0200 0.0 1.2 -0.0 0.0 72.6 1.000 1.000 0.8 0.0

200 0.0 1.2 0.0 0.0 72.6 1.000 1.000 0.8 0.0

201 0.0 1.5 -0.0 0.0 72.9 1.000 1.000 1.0 0.0

201 0.0 1.5 0.0 0.0 73.0 1.000 1.000 1.0 0.0

202 0.0 5.7 -0.0 0.0 77.2 1.000 1.000 3.8 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

202 0.0 5.7 0.0 0.0 77.3 1.000 1.000 3.8 0.0

203 0.0 10.6 -0.0 0.0 82.2 1.000 1.000 7.1 0.0

203 0.0 10.6 0.0 0.0 82.4 1.000 1.000 7.1 0.0

210 0.0 17.9 -0.0 0.0 89.7 2.300 2.300 12.0 0.0

210 0.0 42.5 0.0 0.0 127.2 1.000 1.000 28.5 0.0

211 0.0 12.2 -0.0 0.0 96.9 1.000 1.000 8.2 0.0

211 0.0 12.2 0.0 0.0 97.0 1.000 1.000 8.2 0.0212 0.0 8.4 -0.0 0.0 93.2 1.000 1.000 5.6 0.0

212 0.0 8.4 0.0 0.0 93.2 1.000 1.000 5.6 0.0

213 0.0 2.7 -0.0 0.0 87.6 1.000 1.000 1.8 0.0

213 0.0 2.7 0.0 0.0 87.7 1.000 1.000 1.8 0.0

219 0.0 1.6 -0.0 0.0 86.5 1.000 1.000 1.1 0.0

219 0.0 1.6 0.0 0.0 86.5 1.000 1.000 1.1 0.0

220 0.0 0.5 -0.0 0.0 85.4 1.000 1.000 0.3 0.0

220 0.0 0.5 0.0 0.0 85.5 1.000 1.000 0.3 0.0

230 0.0 0.1 -0.0 0.0 85.1 1.000 1.000 0.1 0.0

250 0.0 0.0 0.0 0.0 85.0 1.000 1.000 0.0 0.0

260 0.0 0.3 -0.0 0.0 85.3 1.000 1.000 0.2 0.0

260 0.0 0.3 0.0 0.0 85.4 1.000 1.000 0.2 0.0

261 0.0 0.1 -0.0 0.0 85.1 1.000 1.000 0.1 0.0

261 0.0 0.1 0.0 0.0 85.1 1.000 1.000 0.1 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

262 0.0 0.0 -0.0 0.0 85.0 1.000 1.000 0.0 0.0

262 0.0 0.0 0.0 0.0 85.1 1.000 1.000 0.0 0.0

263 0.0 0.0 -0.0 0.0 85.1 1.000 1.000 0.0 0.0

263 0.0 0.0 0.0 0.0 85.1 1.000 1.000 0.0 0.0

264 0.0 0.0 -0.0 0.0 85.1 1.000 1.000 0.0 0.0

264 0.0 0.0 0.0 0.0 85.3 1.000 1.000 0.0 0.0

265 0.0 0.0 -0.0 0.0 85.3 1.000 1.000 0.0 0.0

265 0.0 0.0 0.0 0.0 85.7 1.000 1.000 0.0 0.0

266 0.0 0.0 -0.0 0.0 85.7 1.000 1.000 0.0 0.0

266 0.0 0.0 0.0 0.0 86.0 1.000 1.000 0.0 0.0

267 0.0 0.1 -0.0 0.0 86.1 1.000 1.000 0.1 0.0

267 0.0 0.1 0.0 0.0 86.2 1.000 1.000 0.1 0.0

268 0.0 0.3 -0.0 0.0 86.4 1.000 1.000 0.2 0.0

268 0.0 0.3 0.0 0.0 85.8 1.000 1.000 0.2 0.0

270 0.0 2.5 -0.0 0.0 88.1 2.300 2.300 1.7 0.0

270 0.0 4.2 0.0 0.0 83.5 1.000 1.000 2.8 0.0

271 0.0 1.2 -0.0 0.0 80.6 1.000 1.000 0.8 0.0

271 0.0 1.2 0.0 0.0 79.6 1.000 1.000 0.8 0.0

272 0.0 1.1 -0.0 0.0 79.5 1.000 1.000 0.7 0.0

272 0.0 1.1 0.0 0.0 78.6 1.000 1.000 0.7 0.0

273 0.0 10.1 -0.0 0.0 87.7 1.000 1.000 6.8 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

273 0.0 10.1 0.0 0.0 87.5 1.000 1.000 6.8 0.0

274 0.0 25.1 -0.0 0.0 102.5 1.000 1.000 16.8 0.0

274 0.0 25.1 0.0 0.0 102.4 1.000 1.000 16.8 0.0

277 0.0 31.6 -0.0 0.0 108.9 1.000 1.000 21.2 0.0

277 0.0 31.6 0.0 0.0 108.8 1.000 1.000 21.2 0.0

281 0.0 22.1 -0.0 0.0 99.2 1.000 1.000 14.8 0.0

281 0.0 56.7 0.0 106.0 133.7 2.564 2.938 38.0 0.0

282 0.0 104.3 0.0 195.0 184.4 2.564 2.938 69.9 0.0

282 0.0 104.3 -0.0 195.0 184.3 2.564 2.938 69.9 0.0

275 0.0 26.1 0.0 48.8 101.2 2.564 2.938 17.5 0.0

275 0.0 10.2 -0.0 0.0 85.3 1.000 1.000 6.8 0.0

278 0.0 45.0 0.0 0.0 120.1 1.000 1.000 30.2 0.0

278 0.0 45.0 -0.0 0.0 120.1 1.000 1.000 30.2 0.0

279 0.0 23.3 0.0 0.0 98.4 1.000 1.000 15.6 0.0

279 0.0 23.3 -0.0 0.0 98.4 1.000 1.000 15.6 0.0283 0.0 21.6 0.0 0.0 96.7 1.000 1.000 14.5 0.0

283 0.0 21.6 -0.0 0.0 96.7 1.000 1.000 14.5 0.0

284 0.0 42.2 0.0 0.0 117.3 1.000 1.000 28.3 0.0

284 0.0 42.2 -0.0 0.0 117.3 1.000 1.000 28.3 0.0

285 0.0 12.2 0.0 0.0 87.3 1.000 1.000 8.2 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

285 0.0 31.3 -0.0 58.5 106.3 2.564 2.938 21.0 0.0

286 0.0 103.7 0.0 193.7 183.2 2.564 2.938 69.5 0.0

286 0.0 103.7 -0.0 193.7 183.2 2.564 2.938 69.5 0.0

276 0.0 50.8 0.0 94.9 127.1 2.564 2.938 34.0 0.0

276 0.0 19.8 -0.0 0.0 96.2 1.000 1.000 13.3 0.0

287 0.0 34.1 0.0 0.0 110.4 1.000 1.000 22.8 0.0

287 0.0 34.1 -0.0 0.0 110.5 1.000 1.000 22.8 0.0288 0.0 26.2 0.0 0.0 102.7 1.000 1.000 17.6 0.0

288 0.0 26.2 -0.0 0.0 102.8 1.000 1.000 17.6 0.0

289 0.0 10.3 0.0 0.0 86.9 1.000 1.000 6.9 0.0

289 0.0 10.3 -0.0 0.0 87.0 1.000 1.000 6.9 0.0

291 0.0 1.1 0.0 0.0 77.8 1.000 1.000 0.7 0.0

291 0.0 1.1 -0.0 0.0 78.3 1.000 1.000 0.7 0.0

292 0.0 0.2 0.0 0.0 77.4 1.000 1.000 0.1 0.0

292 0.0 0.2 -0.0 0.0 78.3 1.000 1.000 0.1 0.0

293 0.0 0.1 0.0 0.0 78.2 1.000 1.000 0.1 0.0

293 0.0 0.1 -0.0 0.0 78.2 1.000 1.000 0.1 0.0

280 0.0 0.2 0.0 0.0 78.4 2.300 2.300 0.1 0.0

280 0.0 1.2 -0.0 0.0 85.8 1.000 1.000 0.8 0.0

294 0.0 1.0 0.0 0.0 85.5 1.000 1.000 0.7 0.0

294 0.0 1.0 -0.0 0.0 85.5 1.000 1.000 0.7 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

295 0.0 0.1 0.0 0.0 84.6 1.000 1.000 0.1 0.0

295 0.0 0.1 -0.0 0.0 84.6 1.000 1.000 0.1 0.0

296 0.0 0.0 0.0 0.0 84.5 1.000 1.000 0.0 0.0

296 0.0 0.0 -0.0 0.0 84.5 1.000 1.000 0.0 0.0

297 0.0 0.0 0.0 0.0 84.5 1.000 1.000 0.0 0.0

297 0.0 0.0 -0.0 0.0 84.5 1.000 1.000 0.0 0.0

298 0.0 0.0 0.0 0.0 84.4 1.000 1.000 0.0 0.0

298 0.0 0.0 -0.0 0.0 84.4 1.000 1.000 0.0 0.0

290 0.0 0.0 0.0 0.0 84.4 1.000 1.000 0.0 0.0

290 0.0 0.0 -0.0 0.0 84.4 1.000 1.000 0.0 0.0

300 0.0 0.0 0.0 0.0 84.4 1.000 1.000 0.0 0.0

320 0.0 0.0 -0.0 0.0 84.4 1.000 1.000 0.0 0.0

330 0.0 0.0 0.0 0.0 84.4 1.000 1.000 0.0 0.0

330 0.0 0.0 -0.0 0.0 84.4 1.000 1.000 0.0 0.0

331 0.0 0.0 0.0 0.0 84.4 1.000 1.000 0.0 0.0

331 0.0 0.0 -0.0 0.0 84.3 1.000 1.000 0.0 0.0

332 0.0 0.0 0.0 0.0 84.3 1.000 1.000 0.0 0.0

332 0.0 0.0 -0.0 0.0 84.3 1.000 1.000 0.0 0.0

333 0.0 0.0 0.0 0.0 84.3 1.000 1.000 0.0 0.0

333 0.0 0.0 -0.0 0.0 84.2 1.000 1.000 0.0 0.0

334 0.0 0.0 0.0 0.0 84.2 1.000 1.000 0.0 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

334 0.0 0.0 -0.0 0.0 83.8 1.000 1.000 0.0 0.0

335 0.0 0.0 0.0 0.0 83.8 1.000 1.000 0.0 0.0

335 0.0 0.0 -0.0 0.0 82.5 1.000 1.000 0.0 0.0

336 0.0 0.1 0.0 0.0 82.6 1.000 1.000 0.1 0.0

336 0.0 0.1 -0.0 0.0 79.9 1.000 1.000 0.1 0.0

337 0.0 0.3 0.0 0.0 80.1 1.000 1.000 0.2 0.0

337 0.0 0.3 -0.0 0.0 77.0 1.000 1.000 0.2 0.0

338 0.0 1.8 0.0 0.0 78.5 1.000 1.000 1.2 0.0

338 0.0 1.8 -0.0 0.0 77.0 1.000 1.000 1.2 0.0

339 0.0 14.7 0.0 0.0 90.0 1.000 1.000 9.9 0.0

339 0.0 14.7 -0.0 0.0 89.7 1.000 1.000 9.9 0.0

341 0.0 40.7 0.0 0.0 115.6 1.000 1.000 27.2 0.0

341 0.0 40.7 -0.0 0.0 115.4 1.000 1.000 27.2 0.0

342 0.0 58.8 0.0 0.0 133.5 1.000 1.000 39.4 0.0

342 0.0 58.8 -0.0 0.0 133.2 1.000 1.000 39.4 0.0343 0.0 11.4 0.0 0.0 85.9 1.000 1.000 7.7 0.0

343 0.0 24.4 -0.0 46.7 98.6 2.129 2.440 16.3 0.0

344 0.0 125.3 0.0 240.1 207.2 2.129 2.440 84.0 0.0

344 0.0 125.3 -0.0 240.1 207.2 2.129 2.440 84.0 0.0

340 0.0 22.9 0.0 43.9 97.0 2.129 2.440 15.4 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

340 0.0 10.8 -0.0 0.0 85.1 1.000 1.000 7.2 0.0

345 0.0 59.3 0.0 0.0 133.6 1.000 1.000 39.7 0.0

345 0.0 59.3 -0.0 0.0 133.9 1.000 1.000 39.7 0.0

346 0.0 40.8 0.0 0.0 115.4 1.000 1.000 27.4 0.0

346 0.0 40.8 -0.0 0.0 115.7 1.000 1.000 27.4 0.0

347 0.0 14.8 0.0 0.0 89.6 1.000 1.000 9.9 0.0

347 0.0 14.8 -0.0 0.0 89.9 1.000 1.000 9.9 0.0348 0.0 1.8 0.0 0.0 76.9 1.000 1.000 1.2 0.0

348 0.0 1.8 -0.0 0.0 78.4 1.000 1.000 1.2 0.0

349 0.0 0.3 0.0 0.0 76.9 1.000 1.000 0.2 0.0

349 0.0 0.3 -0.0 0.0 79.8 1.000 1.000 0.2 0.0

351 0.0 0.1 0.0 0.0 79.5 1.000 1.000 0.0 0.0

351 0.0 0.1 -0.0 0.0 82.5 1.000 1.000 0.0 0.0

352 0.0 0.0 0.0 0.0 82.4 1.000 1.000 0.0 0.0

352 0.0 0.0 -0.0 0.0 85.2 1.000 1.000 0.0 0.0

353 0.0 0.0 0.0 0.0 85.2 1.000 1.000 0.0 0.0

353 0.0 0.0 -0.0 0.0 86.3 1.000 1.000 0.0 0.0

354 0.0 0.0 0.0 0.0 86.3 1.000 1.000 0.0 0.0

354 0.0 0.0 -0.0 0.0 86.5 1.000 1.000 0.0 0.0

355 0.0 0.1 0.0 0.0 86.6 1.000 1.000 0.0 0.0

355 0.0 0.1 -0.0 0.0 86.5 1.000 1.000 0.0 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

350 0.0 0.5 0.0 0.0 86.9 2.300 2.300 0.3 0.0

350 0.0 0.2 -0.0 0.0 86.4 1.000 1.000 0.2 0.0

356 0.0 0.1 0.0 0.0 86.3 1.000 1.000 0.0 0.0

356 0.0 0.1 -0.0 0.0 85.1 1.000 1.000 0.0 0.0

357 0.0 0.0 0.0 0.0 85.0 1.000 1.000 0.0 0.0

357 0.0 0.0 -0.0 0.0 82.5 1.000 1.000 0.0 0.0

358 0.0 0.1 0.0 0.0 82.5 1.000 1.000 0.1 0.0

358 0.0 0.1 -0.0 0.0 79.5 1.000 1.000 0.1 0.0

359 0.0 0.3 0.0 0.0 79.8 1.000 1.000 0.2 0.0

359 0.0 0.3 -0.0 0.0 76.9 1.000 1.000 0.2 0.0

361 0.0 1.8 0.0 0.0 78.4 1.000 1.000 1.2 0.0

361 0.0 1.8 -0.0 0.0 76.9 1.000 1.000 1.2 0.0

362 0.0 14.7 0.0 0.0 89.8 1.000 1.000 9.9 0.0

362 0.0 14.7 -0.0 0.0 89.5 1.000 1.000 9.9 0.0

363 0.0 40.7 0.0 0.0 115.5 1.000 1.000 27.3 0.0

363 0.0 40.7 -0.0 0.0 115.2 1.000 1.000 27.3 0.0

364 0.0 58.9 0.0 0.0 133.5 1.000 1.000 39.5 0.0

364 0.0 58.9 -0.0 0.0 133.2 1.000 1.000 39.5 0.0

365 0.0 11.2 0.0 0.0 85.5 1.000 1.000 7.5 0.0

365 0.0 23.7 -0.0 45.5 97.8 2.129 2.440 15.9 0.0

366 0.0 125.2 0.0 239.8 206.9 2.129 2.440 83.9 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

366 0.0 125.2 -0.0 239.8 206.9 2.129 2.440 83.9 0.0

360 0.0 23.5 0.0 45.0 97.6 2.129 2.440 15.7 0.0

360 0.0 11.0 -0.0 0.0 85.3 1.000 1.000 7.4 0.0

367 0.0 59.0 0.0 0.0 133.3 1.000 1.000 39.5 0.0

367 0.0 59.0 -0.0 0.0 133.6 1.000 1.000 39.5 0.0

368 0.0 40.7 0.0 0.0 115.3 1.000 1.000 27.3 0.0

368 0.0 40.7 -0.0 0.0 115.5 1.000 1.000 27.3 0.0

369 0.0 14.7 0.0 0.0 89.5 1.000 1.000 9.9 0.0

369 0.0 14.7 -0.0 0.0 89.8 1.000 1.000 9.9 0.0

371 0.0 1.8 0.0 0.0 76.9 1.000 1.000 1.2 0.0

371 0.0 1.8 -0.0 0.0 78.3 1.000 1.000 1.2 0.0

372 0.0 0.3 0.0 0.0 76.8 1.000 1.000 0.2 0.0

372 0.0 0.3 -0.0 0.0 79.7 1.000 1.000 0.2 0.0

373 0.0 0.1 0.0 0.0 79.5 1.000 1.000 0.0 0.0

373 0.0 0.1 -0.0 0.0 82.5 1.000 1.000 0.0 0.0374 0.0 0.0 0.0 0.0 82.4 1.000 1.000 0.0 0.0

374 0.0 0.0 -0.0 0.0 85.2 1.000 1.000 0.0 0.0

375 0.0 0.0 0.0 0.0 85.1 1.000 1.000 0.0 0.0

375 0.0 0.0 -0.0 0.0 86.3 1.000 1.000 0.0 0.0

376 0.0 0.0 0.0 0.0 86.3 1.000 1.000 0.0 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

376 0.0 0.0 -0.0 0.0 86.5 1.000 1.000 0.0 0.0

377 0.0 0.0 0.0 0.0 86.6 1.000 1.000 0.0 0.0

377 0.0 0.0 -0.0 0.0 86.5 1.000 1.000 0.0 0.0

370 0.0 0.4 0.0 0.0 86.8 2.300 2.300 0.2 0.0

370 0.0 0.1 -0.0 0.0 86.8 1.000 1.000 0.1 0.0

378 0.0 0.0 0.0 0.0 86.8 1.000 1.000 0.0 0.0

378 0.0 0.0 -0.0 0.0 86.2 1.000 1.000 0.0 0.0379 0.0 0.0 0.0 0.0 86.1 1.000 1.000 0.0 0.0

379 0.0 0.0 -0.0 0.0 84.5 1.000 1.000 0.0 0.0

381 0.0 0.0 0.0 0.0 84.5 1.000 1.000 0.0 0.0

381 0.0 0.0 -0.0 0.0 80.7 1.000 1.000 0.0 0.0

382 0.0 0.1 0.0 0.0 80.7 1.000 1.000 0.0 0.0

382 0.0 0.1 -0.0 0.0 76.6 1.000 1.000 0.0 0.0

389 0.0 0.2 0.0 0.0 76.8 1.000 1.000 0.2 0.0

389 0.0 0.2 -0.0 0.0 72.8 1.000 1.000 0.2 0.0

391 0.0 1.4 0.0 0.0 73.9 1.000 1.000 0.9 0.0

391 0.0 1.4 -0.0 0.0 71.9 1.000 1.000 0.9 0.0

392 0.0 11.2 0.0 0.0 81.7 1.000 1.000 7.5 0.0

392 0.0 11.2 -0.0 0.0 81.3 1.000 1.000 7.5 0.0

393 0.0 30.7 0.0 0.0 100.8 1.000 1.000 20.6 0.0

393 0.0 30.7 -0.0 0.0 100.5 1.000 1.000 20.6 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

394 0.0 44.2 0.0 0.0 113.9 1.000 1.000 29.6 0.0

394 0.0 44.2 -0.0 0.0 113.6 1.000 1.000 29.6 0.0

395 0.0 9.6 0.0 0.0 79.0 1.000 1.000 6.4 0.0

395 0.0 24.6 -0.0 46.0 93.7 2.564 2.938 16.5 0.0

396 0.0 56.6 -0.0 105.8 127.7 2.564 2.938 37.9 0.0

396 0.0 56.6 0.0 105.8 127.6 2.564 2.938 37.9 0.0

380 0.0 84.8 0.0 158.4 147.0 2.564 2.938 56.8 0.0

380 0.0 33.1 -0.0 0.0 95.4 1.000 1.000 22.2 0.0

383 0.0 74.3 0.0 0.0 136.6 1.000 1.000 49.8 0.0

383 0.0 74.3 -0.0 0.0 136.8 1.000 1.000 49.8 0.0

384 0.0 41.2 0.0 0.0 103.6 1.000 1.000 27.6 0.0

384 0.0 41.2 -0.0 0.0 103.7 1.000 1.000 27.6 0.0

397 0.0 10.9 0.0 0.0 73.4 1.000 1.000 7.3 0.0

397 0.0 10.9 -0.0 0.0 73.5 1.000 1.000 7.3 0.0

398 0.0 9.9 0.0 0.0 72.6 1.000 1.000 6.7 0.0

398 0.0 9.9 -0.0 0.0 72.7 1.000 1.000 6.7 0.0

399 0.0 29.4 0.0 0.0 92.2 1.000 1.000 19.7 0.0

399 0.0 29.4 -0.0 0.0 92.3 1.000 1.000 19.7 0.0

401 0.0 44.3 0.0 0.0 107.2 1.000 1.000 29.7 0.0

401 0.0 44.3 -0.0 0.0 107.3 1.000 1.000 29.7 0.0

402 0.0 4.1 0.0 0.0 67.0 1.000 1.000 2.7 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

402 0.0 10.4 -0.0 19.5 73.4 2.564 2.938 7.0 0.0

403 0.0 88.0 0.0 164.5 155.9 2.564 2.938 59.0 0.0

403 0.0 88.0 -0.0 164.5 155.9 2.564 2.938 59.0 0.0

385 0.0 58.7 0.0 109.7 124.7 2.564 2.938 39.3 0.0

385 0.0 22.9 -0.0 0.0 89.0 1.000 1.000 15.3 0.0

387 0.0 21.7 0.0 0.0 87.9 1.000 1.000 14.6 0.0

387 0.0 21.7 -0.0 0.0 88.0 1.000 1.000 14.6 0.0

388 0.0 12.4 0.0 0.0 78.7 1.000 1.000 8.3 0.0

388 0.0 12.4 -0.0 0.0 78.9 1.000 1.000 8.3 0.0

404 0.0 30.7 0.0 0.0 97.1 1.000 1.000 20.6 0.0

404 0.0 30.7 -0.0 0.0 97.3 1.000 1.000 20.6 0.0

405 0.0 53.8 0.0 0.0 120.5 1.000 1.000 36.1 0.0

405 0.0 53.8 -0.0 0.0 120.6 1.000 1.000 36.1 0.0

406 0.0 0.9 0.0 0.0 67.7 1.000 1.000 0.6 0.0

406 0.0 2.3 -0.0 4.3 69.2 2.564 2.938 1.5 0.0407 0.0 96.1 0.0 179.5 169.1 2.564 2.938 64.4 0.0

407 0.0 96.1 -0.0 179.5 169.1 2.564 2.938 64.4 0.0

386 0.0 79.4 0.0 148.3 151.4 2.564 2.938 53.2 0.0

386 0.0 31.0 -0.0 0.0 103.1 1.000 1.000 20.7 0.0

408 0.0 16.1 0.0 0.0 88.3 1.000 1.000 10.8 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

400 0.0 0.1 0.0 0.0 77.5 1.000 1.000 0.0 0.0

420 0.0 0.1 -0.0 0.0 77.5 1.000 1.000 0.1 0.0

430 0.0 0.2 0.0 0.0 77.6 1.000 1.000 0.1 0.0

430 0.0 0.2 -0.0 0.0 77.7 1.000 1.000 0.1 0.0

431 0.0 1.2 0.0 0.0 78.7 1.000 1.000 0.8 0.0

431 0.0 1.2 -0.0 0.0 78.7 1.000 1.000 0.8 0.0

432 0.0 3.1 0.0 0.0 80.5 1.000 1.000 2.1 0.0

432 0.0 3.1 -0.0 0.0 80.6 1.000 1.000 2.1 0.0

433 0.0 3.9 0.0 0.0 81.5 1.000 1.000 2.6 0.0

433 0.0 3.9 -0.0 0.0 81.5 1.000 1.000 2.6 0.0

434 0.0 32.9 0.0 0.0 110.4 1.000 1.000 22.0 0.0

434 0.0 32.9 -0.0 0.0 110.5 1.000 1.000 22.0 0.0

440 0.0 152.9 0.0 0.0 230.5 2.300 2.300 102.4 0.0

440 0.0 68.1 -0.0 0.0 156.8 1.000 1.000 45.6 0.0

441 0.0 33.9 0.0 0.0 122.6 1.000 1.000 22.7 0.0

441 0.0 33.9 -0.0 0.0 122.6 1.000 1.000 22.7 0.0

442 0.0 21.8 0.0 0.0 110.5 1.000 1.000 14.6 0.0

442 0.0 21.8 -0.0 0.0 110.5 1.000 1.000 14.6 0.0

443 0.0 7.3 0.0 0.0 96.0 1.000 1.000 4.9 0.0

443 0.0 7.3 -0.0 0.0 96.1 1.000 1.000 4.9 0.0

444 0.0 4.5 0.0 0.0 93.2 1.000 1.000 3.0 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

444 0.0 4.5 -0.0 0.0 93.2 1.000 1.000 3.0 0.0

445 0.0 1.7 0.0 0.0 90.4 1.000 1.000 1.1 0.0

445 0.0 1.7 -0.0 0.0 90.4 1.000 1.000 1.1 0.0

450 0.0 2.6 0.0 0.0 91.3 1.000 1.000 1.7 0.0

470 0.0 2.7 -0.0 0.0 90.4 1.000 1.000 1.8 0.0

480 0.0 1.1 0.0 0.0 88.9 1.000 1.000 0.8 0.0

480 0.0 1.1 -0.0 0.0 88.9 1.000 1.000 0.8 0.0

481 0.0 0.3 0.0 0.0 88.1 1.000 1.000 0.2 0.0

481 0.0 0.3 -0.0 0.0 88.1 1.000 1.000 0.2 0.0

482 0.0 0.0 0.0 0.0 87.8 1.000 1.000 0.0 0.0

482 0.0 0.0 -0.0 0.0 87.7 1.000 1.000 0.0 0.0

483 0.0 0.1 0.0 0.0 87.8 1.000 1.000 0.1 0.0

483 0.0 0.1 -0.0 0.0 87.8 1.000 1.000 0.1 0.0

484 0.0 0.0 0.0 0.0 87.7 1.000 1.000 0.0 0.0

484 0.0 0.0 -0.0 0.0 87.6 1.000 1.000 0.0 0.0489 0.0 0.0 0.0 0.0 87.6 1.000 1.000 0.0 0.0

489 0.0 0.0 -0.0 0.0 87.3 1.000 1.000 0.0 0.0

491 0.0 0.0 0.0 0.0 87.3 1.000 1.000 0.0 0.0

491 0.0 0.0 -0.0 0.0 86.9 1.000 1.000 0.0 0.0

492 0.0 0.0 0.0 0.0 86.9 1.000 1.000 0.0 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

492 0.0 0.0 -0.0 0.0 86.2 1.000 1.000 0.0 0.0

493 0.0 0.0 0.0 0.0 86.2 1.000 1.000 0.0 0.0

493 0.0 0.0 -0.0 0.0 84.1 1.000 1.000 0.0 0.0

494 0.0 0.0 0.0 0.0 84.2 1.000 1.000 0.0 0.0

494 0.0 0.0 -0.0 0.0 82.4 1.000 1.000 0.0 0.0

495 0.0 0.2 0.0 0.0 82.6 1.000 1.000 0.1 0.0

495 0.0 0.2 -0.0 0.0 80.9 1.000 1.000 0.1 0.0496 0.0 1.0 0.0 0.0 81.7 1.000 1.000 0.7 0.0

496 0.0 1.0 -0.0 0.0 80.9 1.000 1.000 0.7 0.0

497 0.0 10.3 0.0 0.0 90.1 1.000 1.000 6.9 0.0

497 0.0 10.3 -0.0 0.0 90.0 1.000 1.000 6.9 0.0

501 0.0 25.5 0.0 0.0 105.1 1.000 1.000 17.1 0.0

501 0.0 25.5 -0.0 0.0 105.0 1.000 1.000 17.1 0.0

502 0.0 31.8 0.0 0.0 111.3 1.000 1.000 21.3 0.0

502 0.0 31.8 -0.0 0.0 111.2 1.000 1.000 21.3 0.0

503 0.0 23.4 0.0 0.0 102.7 1.000 1.000 15.7 0.0

503 0.0 59.9 -0.0 112.0 139.2 2.564 2.938 40.2 0.0

504 0.0 107.4 0.0 200.7 189.7 2.564 2.938 72.0 0.0

504 0.0 107.4 -0.0 200.7 189.6 2.564 2.938 72.0 0.0

485 0.0 25.4 0.0 47.5 102.5 2.564 2.938 17.0 0.0

485 0.0 9.9 -0.0 0.0 87.0 1.000 1.000 6.6 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

487 0.0 47.6 0.0 0.0 124.7 1.000 1.000 31.9 0.0

487 0.0 47.6 -0.0 0.0 124.7 1.000 1.000 31.9 0.0

488 0.0 26.9 0.0 0.0 103.9 1.000 1.000 18.0 0.0

488 0.0 26.9 -0.0 0.0 103.9 1.000 1.000 18.0 0.0

505 0.0 24.8 0.0 0.0 101.9 1.000 1.000 16.6 0.0

505 0.0 24.8 -0.0 0.0 101.8 1.000 1.000 16.6 0.0

506 0.0 44.0 0.0 0.0 121.0 1.000 1.000 29.5 0.0

506 0.0 44.0 -0.0 0.0 121.0 1.000 1.000 29.5 0.0

507 0.0 12.6 0.0 0.0 89.6 1.000 1.000 8.4 0.0

507 0.0 32.3 -0.0 60.4 109.3 2.564 2.938 21.7 0.0

508 0.0 106.5 0.0 199.1 188.2 2.564 2.938 71.4 0.0

508 0.0 106.5 -0.0 199.1 188.2 2.564 2.938 71.4 0.0

486 0.0 52.1 0.0 97.4 130.4 2.564 2.938 34.9 0.0

486 0.0 20.3 -0.0 0.0 98.6 1.000 1.000 13.6 0.0

509 0.0 35.0 0.0 0.0 113.3 1.000 1.000 23.5 0.0

509 0.0 35.0 -0.0 0.0 113.4 1.000 1.000 23.5 0.0

511 0.0 27.0 0.0 0.0 105.4 1.000 1.000 18.1 0.0

511 0.0 27.0 -0.0 0.0 105.5 1.000 1.000 18.1 0.0

512 0.0 10.6 0.0 0.0 89.2 1.000 1.000 7.1 0.0

512 0.0 10.6 -0.0 0.0 89.3 1.000 1.000 7.1 0.0

513 0.0 1.1 0.0 0.0 79.8 1.000 1.000 0.8 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

513 0.0 1.1 -0.0 0.0 80.4 1.000 1.000 0.8 0.0

514 0.0 0.2 0.0 0.0 79.5 1.000 1.000 0.2 0.0

514 0.0 0.2 -0.0 0.0 80.4 1.000 1.000 0.2 0.0

515 0.0 0.1 0.0 0.0 80.2 1.000 1.000 0.0 0.0

515 0.0 0.1 -0.0 0.0 80.5 1.000 1.000 0.0 0.0

516 0.0 0.0 0.0 0.0 80.5 1.000 1.000 0.0 0.0

516 0.0 0.0 -0.0 0.0 80.5 1.000 1.000 0.0 0.0

490 0.0 0.0 0.0 0.0 80.5 2.300 2.300 0.0 0.0

490 0.0 0.3 0.0 0.0 79.0 1.000 1.000 0.2 0.0

498 0.0 0.2 -0.0 0.0 78.9 1.000 1.000 0.2 0.0

498 0.0 0.2 0.0 0.0 77.5 1.000 1.000 0.2 0.0

499 0.0 0.4 -0.0 0.0 77.7 1.000 1.000 0.3 0.0

499 0.0 0.4 0.0 0.0 75.2 1.000 1.000 0.3 0.0

517 0.0 1.9 -0.0 0.0 76.7 1.000 1.000 1.3 0.0

517 0.0 1.9 0.0 0.0 75.4 1.000 1.000 1.3 0.0518 0.0 14.6 -0.0 0.0 88.1 1.000 1.000 9.8 0.0

518 0.0 14.6 0.0 0.0 87.9 1.000 1.000 9.8 0.0

519 0.0 41.1 -0.0 0.0 114.4 1.000 1.000 27.6 0.0

519 0.0 41.1 0.0 0.0 114.2 1.000 1.000 27.6 0.0

521 0.0 60.8 -0.0 0.0 133.8 1.000 1.000 40.8 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

531 0.0 0.0 -0.0 0.0 83.9 1.000 1.000 0.0 0.0

531 0.0 0.0 0.0 0.0 84.8 1.000 1.000 0.0 0.0

532 0.0 0.0 -0.0 0.0 84.8 1.000 1.000 0.0 0.0

532 0.0 0.0 0.0 0.0 85.4 1.000 1.000 0.0 0.0

533 0.0 0.0 -0.0 0.0 85.4 1.000 1.000 0.0 0.0

533 0.0 0.0 0.0 0.0 85.7 1.000 1.000 0.0 0.0

534 0.0 0.0 -0.0 0.0 85.7 1.000 1.000 0.0 0.0

534 0.0 0.0 0.0 0.0 85.7 1.000 1.000 0.0 0.0

535 0.0 0.0 -0.0 0.0 85.8 1.000 1.000 0.0 0.0

535 0.0 0.0 0.0 0.0 85.8 1.000 1.000 0.0 0.0

536 0.0 0.1 -0.0 0.0 85.8 1.000 1.000 0.1 0.0

536 0.0 0.1 0.0 0.0 85.9 1.000 1.000 0.1 0.0

537 0.0 0.1 -0.0 0.0 85.9 1.000 1.000 0.1 0.0

537 0.0 0.1 0.0 0.0 85.9 1.000 1.000 0.1 0.0

520 0.0 0.1 -0.0 0.0 85.9 1.000 1.000 0.1 0.0

520 0.0 0.1 0.0 0.0 85.9 1.000 1.000 0.1 0.0

530 0.0 0.2 -0.0 0.0 86.0 1.000 1.000 0.1 0.0

550 0.0 0.2 0.0 0.0 86.1 1.000 1.000 0.2 0.0

560 0.0 0.3 -0.0 0.0 86.1 1.000 1.000 0.2 0.0

560 0.0 0.3 0.0 0.0 86.1 1.000 1.000 0.2 0.0

561 0.0 1.3 -0.0 0.0 87.1 1.000 1.000 0.9 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

561 0.0 1.3 0.0 0.0 87.1 1.000 1.000 0.9 0.0

562 0.0 1.2 -0.0 0.0 87.0 1.000 1.000 0.8 0.0

562 0.0 1.2 0.0 0.0 87.0 1.000 1.000 0.8 0.0

563 0.0 3.0 -0.0 0.0 88.8 1.000 1.000 2.0 0.0

563 0.0 3.0 0.0 0.0 88.8 1.000 1.000 2.0 0.0

564 0.0 40.4 -0.0 0.0 126.2 1.000 1.000 27.1 0.0

564 0.0 40.4 0.0 0.0 126.2 1.000 1.000 27.1 0.0

569 0.0 21.5 -0.0 0.0 107.4 1.000 1.000 14.4 0.0

569 0.0 21.5 0.0 0.0 107.4 1.000 1.000 14.4 0.0

570 0.0 192.0 -0.0 0.0 277.8 2.300 2.300 128.6 0.0

570 0.0 0.1 0.0 0.0 82.2 1.000 1.000 0.0 0.0

571 0.0 0.0 -0.0 0.0 82.1 1.000 1.000 0.0 0.0

571 0.0 0.0 0.0 0.0 85.4 1.000 1.000 0.0 0.0

572 0.0 0.0 -0.0 0.0 85.4 1.000 1.000 0.0 0.0

572 0.0 0.0 0.0 0.0 86.4 1.000 1.000 0.0 0.0573 0.0 0.0 -0.0 0.0 86.4 1.000 1.000 0.0 0.0

573 0.0 0.0 0.0 0.0 86.7 1.000 1.000 0.0 0.0

574 0.0 0.0 -0.0 0.0 86.7 1.000 1.000 0.0 0.0

574 0.0 0.0 0.0 0.0 86.8 1.000 1.000 0.0 0.0

580 0.0 0.2 -0.0 0.0 87.0 2.300 2.300 0.1 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

580 0.0 0.3 0.0 0.0 87.5 1.000 1.000 0.2 0.0

590 0.0 0.8 -0.0 0.0 88.1 2.300 2.300 0.6 0.0

590 0.0 0.5 0.0 0.0 87.5 1.000 1.000 0.3 0.0

591 0.0 0.1 -0.0 0.0 87.1 1.000 1.000 0.1 0.0

591 0.0 0.1 0.0 0.0 87.3 1.000 1.000 0.1 0.0

592 0.0 0.0 -0.0 0.0 87.2 1.000 1.000 0.0 0.0

592 0.0 0.0 0.0 0.0 87.4 1.000 1.000 0.0 0.0593 0.0 0.0 -0.0 0.0 87.4 1.000 1.000 0.0 0.0

593 0.0 0.0 0.0 0.0 87.5 1.000 1.000 0.0 0.0

594 0.0 0.0 -0.0 0.0 87.5 1.000 1.000 0.0 0.0

594 0.0 0.0 0.0 0.0 87.5 1.000 1.000 0.0 0.0

595 0.0 0.0 -0.0 0.0 87.5 1.000 1.000 0.0 0.0

595 0.0 0.0 0.0 0.0 87.5 1.000 1.000 0.0 0.0

596 0.0 0.0 -0.0 0.0 87.5 1.000 1.000 0.0 0.0

596 0.0 0.0 0.0 0.0 87.5 1.000 1.000 0.0 0.0

599 0.0 0.0 -0.0 0.0 87.5 1.000 1.000 0.0 0.0

599 0.0 0.0 0.0 0.0 87.5 1.000 1.000 0.0 0.0

600 0.0 0.0 -0.0 0.0 87.5 1.000 1.000 0.0 0.0

600 0.0 0.0 0.0 0.0 87.5 1.000 1.000 0.0 0.0

610 0.0 0.0 -0.0 0.0 87.5 1.000 1.000 0.0 0.0

630 0.0 0.0 0.0 0.0 88.3 1.000 1.000 0.0 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

640 0.0 0.0 -0.0 0.0 88.4 1.000 1.000 0.0 0.0

640 0.0 0.0 0.0 0.0 88.3 1.000 1.000 0.0 0.0

641 0.0 0.0 -0.0 0.0 88.4 1.000 1.000 0.0 0.0

641 0.0 0.0 0.0 0.0 88.3 1.000 1.000 0.0 0.0

642 0.0 0.0 -0.0 0.0 88.3 1.000 1.000 0.0 0.0

642 0.0 0.0 0.0 0.0 88.3 1.000 1.000 0.0 0.0

643 0.0 0.0 -0.0 0.0 88.4 1.000 1.000 0.0 0.0

643 0.0 0.0 0.0 0.0 88.3 1.000 1.000 0.0 0.0

644 0.0 0.4 -0.0 0.0 88.7 1.000 1.000 0.2 0.0

644 0.0 0.4 0.0 0.0 88.6 1.000 1.000 0.2 0.0

645 0.0 0.9 -0.0 0.0 89.1 1.000 1.000 0.6 0.0

645 0.0 0.9 0.0 0.0 89.1 1.000 1.000 0.6 0.0

299 0.0 0.2 -0.0 0.0 88.3 1.000 1.000 0.1 0.0

299 0.0 0.2 0.0 0.0 88.3 1.000 1.000 0.1 0.0

280 0.0 1.3 -0.0 0.0 89.4 1.000 1.000 0.9 0.0

570 0.0 83.5 0.0 0.0 162.1 1.000 1.000 56.0 0.0

575 0.0 40.6 -0.0 0.0 119.2 1.000 1.000 27.2 0.0

575 0.0 40.6 0.0 0.0 119.2 1.000 1.000 27.2 0.0

576 0.0 4.4 -0.0 0.0 83.0 1.000 1.000 2.9 0.0

576 0.0 4.4 0.0 0.0 82.9 1.000 1.000 2.9 0.0

577 0.0 0.6 -0.0 0.0 79.2 1.000 1.000 0.4 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

839 0.0 1.4 0.0 0.0 78.7 1.000 1.000 1.0 0.0

841 0.0 9.9 -0.0 0.0 87.2 1.000 1.000 6.7 0.0

841 0.0 9.9 0.0 0.0 87.1 1.000 1.000 6.7 0.0

842 0.0 25.1 -0.0 0.0 102.3 1.000 1.000 16.8 0.0

842 0.0 25.1 0.0 0.0 102.2 1.000 1.000 16.8 0.0

843 0.0 31.8 -0.0 0.0 108.8 1.000 1.000 21.3 0.0

843 0.0 31.8 0.0 0.0 108.7 1.000 1.000 21.3 0.0844 0.0 21.9 -0.0 0.0 98.8 1.000 1.000 14.6 0.0

844 0.0 56.1 0.0 104.8 132.9 2.564 2.938 37.6 0.0

845 0.0 104.1 0.0 194.4 183.9 2.564 2.938 69.7 0.0

845 0.0 104.1 -0.0 194.4 183.8 2.564 2.938 69.7 0.0

835 0.0 26.5 0.0 49.5 101.4 2.564 2.938 17.7 0.0

835 0.0 10.3 -0.0 0.0 85.3 1.000 1.000 6.9 0.0

837 0.0 44.7 0.0 0.0 119.6 1.000 1.000 29.9 0.0

837 0.0 44.7 -0.0 0.0 119.6 1.000 1.000 29.9 0.0

846 0.0 23.1 0.0 0.0 98.1 1.000 1.000 15.5 0.0

846 0.0 23.1 -0.0 0.0 98.0 1.000 1.000 15.5 0.0

847 0.0 21.7 0.0 0.0 96.6 1.000 1.000 14.6 0.0

847 0.0 21.7 -0.0 0.0 96.6 1.000 1.000 14.6 0.0

848 0.0 42.3 0.0 0.0 117.2 1.000 1.000 28.4 0.0

848 0.0 42.3 -0.0 0.0 117.2 1.000 1.000 28.4 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

849 0.0 12.1 0.0 0.0 86.9 1.000 1.000 8.1 0.0

849 0.0 30.9 -0.0 57.7 105.8 2.564 2.938 20.7 0.0

850 0.0 103.5 0.0 193.4 182.9 2.564 2.938 69.3 0.0

850 0.0 103.5 -0.0 193.4 182.9 2.564 2.938 69.3 0.0

836 0.0 51.1 -0.0 95.5 127.3 2.564 2.938 34.2 0.0

836 0.0 19.9 0.0 0.0 96.2 1.000 1.000 13.4 0.0

851 0.0 33.8 -0.0 0.0 110.1 1.000 1.000 22.7 0.0

851 0.0 33.8 0.0 0.0 110.2 1.000 1.000 22.7 0.0

852 0.0 26.1 -0.0 0.0 102.5 1.000 1.000 17.5 0.0

852 0.0 26.1 0.0 0.0 102.6 1.000 1.000 17.5 0.0

853 0.0 10.3 -0.0 0.0 86.8 1.000 1.000 6.9 0.0

853 0.0 10.3 0.0 0.0 86.9 1.000 1.000 6.9 0.0

854 0.0 1.1 -0.0 0.0 77.6 1.000 1.000 0.7 0.0

854 0.0 1.1 0.0 0.0 78.3 1.000 1.000 0.7 0.0

855 0.0 0.3 -0.0 0.0 77.5 1.000 1.000 0.2 0.0

855 0.0 0.3 0.0 0.0 78.1 1.000 1.000 0.2 0.0

840 0.0 0.3 -0.0 0.0 78.0 2.300 2.300 0.2 0.0

840 0.0 0.0 0.0 0.0 86.7 1.000 1.000 0.0 0.0

856 0.0 0.0 -0.0 0.0 86.6 1.000 1.000 0.0 0.0

856 0.0 0.0 0.0 0.0 86.5 1.000 1.000 0.0 0.0

857 0.0 0.1 -0.0 0.0 86.6 1.000 1.000 0.0 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

857 0.0 0.1 0.0 0.0 85.8 1.000 1.000 0.0 0.0

139 0.0 0.1 -0.0 0.0 85.8 1.000 1.000 0.1 0.0

139 0.0 0.1 0.0 0.0 85.8 1.000 1.000 0.1 0.0

140 0.0 0.3 -0.0 0.0 86.0 1.000 1.000 0.2 0.0

840 0.0 0.1 0.0 0.0 85.9 1.000 1.000 0.0 0.0

900 0.0 0.1 -0.0 0.0 86.0 2.300 2.300 0.1 0.0

900 0.0 0.0 0.0 0.0 86.9 1.000 1.000 0.0 0.0

901 0.0 0.0 -0.0 0.0 86.9 1.000 1.000 0.0 0.0

901 0.0 0.0 0.0 0.0 86.7 1.000 1.000 0.0 0.0

902 0.0 0.0 -0.0 0.0 86.8 1.000 1.000 0.0 0.0

902 0.0 0.0 0.0 0.0 86.5 1.000 1.000 0.0 0.0

903 0.0 0.1 -0.0 0.0 86.6 1.000 1.000 0.1 0.0

903 0.0 0.1 0.0 0.0 86.0 1.000 1.000 0.1 0.0

904 0.0 0.4 -0.0 0.0 86.2 1.000 1.000 0.2 0.0

904 0.0 0.4 0.0 0.0 84.6 1.000 1.000 0.2 0.0910 0.0 3.0 -0.0 0.0 87.3 2.300 2.300 2.0 0.0

910 0.0 15.1 0.0 0.0 82.6 1.000 1.000 10.1 0.0

911 0.0 1.1 -0.0 0.0 68.6 1.000 1.000 0.7 0.0

911 0.0 1.1 0.0 0.0 68.2 1.000 1.000 0.7 0.0

912 0.0 6.4 -0.0 0.0 73.5 1.000 1.000 4.3 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

912 0.0 6.4 0.0 0.0 73.1 1.000 1.000 4.3 0.0

913 0.0 38.8 -0.0 0.0 105.5 1.000 1.000 26.0 0.0

913 0.0 38.8 0.0 0.0 105.3 1.000 1.000 26.0 0.0

914 0.0 63.7 -0.0 0.0 130.2 1.000 1.000 42.7 0.0

914 0.0 63.7 0.0 0.0 130.1 1.000 1.000 42.7 0.0

915 0.0 3.1 -0.0 0.0 69.4 1.000 1.000 2.1 0.0

915 0.0 6.6 0.0 12.6 72.8 2.129 2.440 4.4 0.0916 0.0 115.4 -0.0 221.0 190.7 2.129 2.440 77.3 0.0

916 0.0 115.4 0.0 221.0 190.8 2.129 2.440 77.3 0.0

920 0.0 49.1 -0.0 94.1 119.5 2.129 2.440 32.9 0.0

920 0.0 23.1 0.0 0.0 93.7 1.000 1.000 15.4 0.0

921 0.0 45.3 -0.0 0.0 116.0 1.000 1.000 30.3 0.0

921 0.0 45.3 0.0 0.0 116.2 1.000 1.000 30.3 0.0

922 0.0 34.2 -0.0 0.0 105.2 1.000 1.000 22.9 0.0

922 0.0 34.2 0.0 0.0 105.4 1.000 1.000 22.9 0.0

923 0.0 13.3 -0.0 0.0 84.5 1.000 1.000 8.9 0.0

923 0.0 13.3 0.0 0.0 84.8 1.000 1.000 8.9 0.0

924 0.0 1.6 -0.0 0.0 73.1 1.000 1.000 1.0 0.0

924 0.0 1.6 0.0 0.0 74.7 1.000 1.000 1.0 0.0

925 0.0 0.5 -0.0 0.0 73.7 1.000 1.000 0.4 0.0

925 0.0 0.5 0.0 0.0 76.5 1.000 1.000 0.4 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

926 0.0 0.8 -0.0 0.0 76.8 1.000 1.000 0.6 0.0

926 0.0 0.8 0.0 0.0 78.8 1.000 1.000 0.6 0.0

930 0.0 6.4 -0.0 0.0 84.4 2.300 2.300 4.3 0.0

930 0.0 0.7 0.0 0.0 85.0 1.000 1.000 0.5 0.0

931 0.0 0.3 -0.0 0.0 84.6 1.000 1.000 0.2 0.0

931 0.0 0.3 0.0 0.0 81.8 1.000 1.000 0.2 0.0

932 0.0 0.1 -0.0 0.0 81.6 1.000 1.000 0.1 0.0

932 0.0 0.1 0.0 0.0 78.6 1.000 1.000 0.1 0.0

933 0.0 0.3 -0.0 0.0 78.8 1.000 1.000 0.2 0.0

933 0.0 0.3 0.0 0.0 75.7 1.000 1.000 0.2 0.0

934 0.0 1.7 -0.0 0.0 77.1 1.000 1.000 1.1 0.0

934 0.0 1.7 0.0 0.0 75.5 1.000 1.000 1.1 0.0

935 0.0 14.1 -0.0 0.0 88.0 1.000 1.000 9.5 0.0

935 0.0 14.1 0.0 0.0 87.7 1.000 1.000 9.5 0.0

936 0.0 37.9 -0.0 0.0 111.4 1.000 1.000 25.4 0.0

936 0.0 37.9 0.0 0.0 111.2 1.000 1.000 25.4 0.0

937 0.0 52.8 -0.0 0.0 126.1 1.000 1.000 35.4 0.0

937 0.0 52.8 0.0 0.0 125.8 1.000 1.000 35.4 0.0

938 0.0 17.0 -0.0 0.0 90.0 1.000 1.000 11.4 0.0

938 0.0 36.1 0.0 69.2 109.0 2.129 2.440 24.2 0.0

939 0.0 121.5 0.0 232.8 200.7 2.129 2.440 81.4 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

939 0.0 121.5 -0.0 232.8 200.7 2.129 2.440 81.4 0.0

940 0.0 9.6 0.0 18.5 80.4 2.129 2.440 6.5 0.0

940 0.0 4.5 -0.0 0.0 75.5 1.000 1.000 3.0 0.0

941 0.0 61.6 0.0 0.0 132.6 1.000 1.000 41.3 0.0

941 0.0 61.6 -0.0 0.0 132.8 1.000 1.000 41.3 0.0

942 0.0 41.1 0.0 0.0 112.2 1.000 1.000 27.5 0.0

942 0.0 41.1 -0.0 0.0 112.5 1.000 1.000 27.5 0.0

943 0.0 14.5 0.0 0.0 85.9 1.000 1.000 9.7 0.0

943 0.0 14.5 -0.0 0.0 86.2 1.000 1.000 9.7 0.0

944 0.0 1.0 0.0 0.0 72.7 1.000 1.000 0.7 0.0

944 0.0 1.0 -0.0 0.0 73.8 1.000 1.000 0.7 0.0

945 0.0 1.9 0.0 0.0 74.7 1.000 1.000 1.3 0.0

945 0.0 1.9 -0.0 0.0 76.0 1.000 1.000 1.3 0.0

950 0.0 20.1 0.0 0.0 94.2 2.300 2.300 13.5 0.0

950 0.0 1.5 -0.0 0.0 86.4 1.000 1.000 1.0 0.0951 0.0 0.4 0.0 0.0 85.2 1.000 1.000 0.3 0.0

951 0.0 0.4 -0.0 0.0 86.6 1.000 1.000 0.3 0.0

960 0.0 0.3 0.0 0.0 86.5 2.300 2.300 0.2 0.0

960 0.0 0.1 -0.0 0.0 86.9 1.000 1.000 0.0 0.0

961 0.0 0.0 0.0 0.0 86.9 1.000 1.000 0.0 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

961 0.0 0.0 -0.0 0.0 87.1 1.000 1.000 0.0 0.0

962 0.0 0.0 0.0 0.0 87.1 1.000 1.000 0.0 0.0

962 0.0 0.0 -0.0 0.0 87.3 1.000 1.000 0.0 0.0

963 0.0 0.0 0.0 0.0 87.3 1.000 1.000 0.0 0.0

963 0.0 0.0 -0.0 0.0 87.5 1.000 1.000 0.0 0.0

964 0.0 0.0 0.0 0.0 87.5 1.000 1.000 0.0 0.0

964 0.0 0.0 -0.0 0.0 87.6 1.000 1.000 0.0 0.0965 0.0 0.0 0.0 0.0 87.6 1.000 1.000 0.0 0.0

965 0.0 0.0 -0.0 0.0 87.6 1.000 1.000 0.0 0.0

966 0.0 0.1 0.0 0.0 87.7 1.000 1.000 0.0 0.0

966 0.0 0.1 -0.0 0.0 87.7 1.000 1.000 0.0 0.0

967 0.0 0.1 0.0 0.0 87.7 1.000 1.000 0.1 0.0

967 0.0 0.1 -0.0 0.0 87.8 1.000 1.000 0.1 0.0

969 0.0 0.1 0.0 0.0 87.7 1.000 1.000 0.0 0.0

969 0.0 0.1 -0.0 0.0 87.7 1.000 1.000 0.0 0.0

970 0.0 0.0 0.0 0.0 87.7 1.000 1.000 0.0 0.0

970 0.0 0.0 -0.0 0.0 87.7 1.000 1.000 0.0 0.0

980 0.0 0.7 0.0 0.0 88.3 1.000 1.000 0.5 0.0

1000 0.0 0.2 -0.0 0.0 92.8 1.000 1.000 0.1 0.0

1010 0.0 2.6 0.0 0.0 95.2 1.000 1.000 1.7 0.0

1010 0.0 2.6 -0.0 0.0 95.2 1.000 1.000 1.7 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1011 0.0 2.5 0.0 0.0 95.1 1.000 1.000 1.7 0.0

1011 0.0 2.5 -0.0 0.0 95.1 1.000 1.000 1.7 0.0

1012 0.0 12.1 0.0 0.0 104.7 1.000 1.000 8.1 0.0

1012 0.0 12.1 -0.0 0.0 104.7 1.000 1.000 8.1 0.0

1013 0.0 26.3 0.0 0.0 118.9 1.000 1.000 17.6 0.0

1013 0.0 26.3 -0.0 0.0 118.9 1.000 1.000 17.6 0.0

1014 0.0 24.0 0.0 0.0 116.6 1.000 1.000 16.1 0.0

1014 0.0 24.0 -0.0 0.0 116.6 1.000 1.000 16.1 0.0

82 0.0 44.3 0.0 0.0 136.9 1.000 1.000 29.7 0.0

82 0.0 44.3 -0.0 0.0 136.9 1.000 1.000 29.7 0.0

80 0.0 112.7 0.0 0.0 205.2 1.000 1.000 75.5 0.0

440 0.0 1.6 0.0 0.0 82.6 1.000 1.000 1.1 0.0

446 0.0 0.6 -0.0 0.0 81.6 1.000 1.000 0.4 0.0

446 0.0 0.6 0.0 0.0 83.5 1.000 1.000 0.4 0.0

447 0.0 0.3 -0.0 0.0 83.1 1.000 1.000 0.2 0.0

447 0.0 0.3 0.0 0.0 83.6 1.000 1.000 0.2 0.0

448 0.0 0.0 -0.0 0.0 83.4 1.000 1.000 0.0 0.0

448 0.0 0.0 0.0 0.0 83.5 1.000 1.000 0.0 0.0

449 0.0 0.0 -0.0 0.0 83.5 1.000 1.000 0.0 0.0

449 0.0 0.0 0.0 0.0 83.5 1.000 1.000 0.0 0.0

451 0.0 0.0 -0.0 0.0 83.5 1.000 1.000 0.0 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

451 0.0 0.0 0.0 0.0 83.6 1.000 1.000 0.0 0.0

1199 0.0 0.0 -0.0 0.0 83.6 1.000 1.000 0.0 0.0

1199 0.0 0.0 0.0 0.0 83.6 1.000 1.000 0.0 0.0

1200 0.0 0.0 -0.0 0.0 83.6 1.000 1.000 0.0 0.0

1200 0.0 0.0 0.0 0.0 83.6 1.000 1.000 0.0 0.0

1210 0.0 0.0 -0.0 0.0 83.6 1.000 1.000 0.0 0.0

1230 0.0 0.0 0.0 0.0 83.6 1.000 1.000 0.0 0.0

1240 0.0 0.0 -0.0 0.0 83.6 1.000 1.000 0.0 0.0

1240 0.0 0.0 0.0 0.0 83.7 1.000 1.000 0.0 0.0

1241 0.0 0.0 -0.0 0.0 83.7 1.000 1.000 0.0 0.0

1241 0.0 0.0 0.0 0.0 83.7 1.000 1.000 0.0 0.0

1242 0.0 0.0 -0.0 0.0 83.7 1.000 1.000 0.0 0.0

1242 0.0 0.0 0.0 0.0 83.7 1.000 1.000 0.0 0.0

1243 0.0 0.1 -0.0 0.0 83.8 1.000 1.000 0.0 0.0

1243 0.0 0.1 0.0 0.0 83.8 1.000 1.000 0.0 0.01244 0.0 0.5 -0.0 0.0 84.3 1.000 1.000 0.3 0.0

1244 0.0 0.5 0.0 0.0 84.3 1.000 1.000 0.3 0.0

1250 0.0 9.3 -0.0 0.0 93.1 2.300 2.300 6.2 0.0

1250 0.0 0.7 0.0 0.0 86.1 1.000 1.000 0.5 0.0

1260 0.0 0.3 -0.0 0.0 85.7 2.300 2.300 0.2 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1260 0.0 0.2 0.0 0.0 86.8 1.000 1.000 0.1 0.0

1261 0.0 0.1 -0.0 0.0 86.7 1.000 1.000 0.0 0.0

1261 0.0 0.1 0.0 0.0 86.8 1.000 1.000 0.0 0.0

1262 0.0 0.0 -0.0 0.0 86.7 1.000 1.000 0.0 0.0

1262 0.0 0.0 0.0 0.0 86.7 1.000 1.000 0.0 0.0

1263 0.0 0.1 -0.0 0.0 86.8 1.000 1.000 0.0 0.0

1263 0.0 0.1 0.0 0.0 86.6 1.000 1.000 0.0 0.01264 0.0 0.2 -0.0 0.0 86.7 1.000 1.000 0.1 0.0

1264 0.0 0.2 0.0 0.0 86.2 1.000 1.000 0.1 0.0

1270 0.0 1.5 -0.0 0.0 87.4 2.300 2.300 1.0 0.0

1270 0.0 1.6 0.0 0.0 79.1 1.000 1.000 1.1 0.0

1280 0.0 0.8 -0.0 0.0 78.3 1.000 1.000 0.6 0.0

1280 0.0 0.8 0.0 0.0 75.2 1.000 1.000 0.6 0.0

1281 0.0 1.7 -0.0 0.0 76.1 1.000 1.000 1.1 0.0

1281 0.0 1.7 0.0 0.0 74.4 1.000 1.000 1.1 0.0

1282 0.0 14.3 -0.0 0.0 86.9 1.000 1.000 9.6 0.0

1282 0.0 14.3 0.0 0.0 86.7 1.000 1.000 9.6 0.0

1283 0.0 39.2 -0.0 0.0 111.6 1.000 1.000 26.3 0.0

1283 0.0 39.2 0.0 0.0 111.4 1.000 1.000 26.3 0.0

1284 0.0 56.6 -0.0 0.0 128.7 1.000 1.000 37.9 0.0

1284 0.0 56.6 0.0 0.0 128.5 1.000 1.000 37.9 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1285 0.0 11.4 -0.0 0.0 83.3 1.000 1.000 7.6 0.0

1285 0.0 24.2 0.0 46.3 95.9 2.129 2.440 16.2 0.0

1286 0.0 121.1 -0.0 232.0 200.1 2.129 2.440 81.2 0.0

1286 0.0 121.1 0.0 232.0 200.1 2.129 2.440 81.2 0.0

1290 0.0 21.4 -0.0 41.0 92.9 2.129 2.440 14.3 0.0

1290 0.0 10.0 0.0 0.0 81.7 1.000 1.000 6.7 0.0

1291 0.0 57.5 -0.0 0.0 129.2 1.000 1.000 38.5 0.0

1291 0.0 57.5 0.0 0.0 129.4 1.000 1.000 38.5 0.0

1292 0.0 39.5 -0.0 0.0 111.4 1.000 1.000 26.5 0.0

1292 0.0 39.5 0.0 0.0 111.6 1.000 1.000 26.5 0.0

1293 0.0 14.0 -0.0 0.0 86.2 1.000 1.000 9.4 0.0

1293 0.0 14.0 0.0 0.0 86.4 1.000 1.000 9.4 0.0

1294 0.0 2.4 -0.0 0.0 74.9 1.000 1.000 1.6 0.0

1294 0.0 2.4 0.0 0.0 75.8 1.000 1.000 1.6 0.0

1295 0.0 1.0 -0.0 0.0 74.4 1.000 1.000 0.7 0.0

1295 0.0 1.0 0.0 0.0 75.7 1.000 1.000 0.7 0.0

1300 0.0 1.7 -0.0 0.0 76.4 1.000 1.000 1.1 0.0

1300 0.0 1.7 0.0 0.0 78.1 1.000 1.000 1.1 0.0

1310 0.0 10.1 -0.0 0.0 86.5 2.300 2.300 6.8 0.0

1310 0.0 0.9 0.0 0.0 86.5 1.000 1.000 0.6 0.0

1311 0.0 0.3 -0.0 0.0 85.9 1.000 1.000 0.2 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1311 0.0 0.3 0.0 0.0 86.5 1.000 1.000 0.2 0.0

1313 0.0 0.1 -0.0 0.0 86.3 1.000 1.000 0.1 0.0

1313 0.0 0.1 0.0 0.0 86.0 1.000 1.000 0.1 0.0

1315 0.0 0.0 -0.0 0.0 86.0 1.000 1.000 0.0 0.0

1315 0.0 0.0 0.0 0.0 85.5 1.000 1.000 0.0 0.0

1317 0.0 0.0 -0.0 0.0 85.5 1.000 1.000 0.0 0.0

1317 0.0 0.0 0.0 0.0 85.1 1.000 1.000 0.0 0.0

1321 0.0 0.0 -0.0 0.0 85.1 1.000 1.000 0.0 0.0

1321 0.0 0.0 0.0 0.0 84.8 1.000 1.000 0.0 0.0

1322 0.0 0.0 -0.0 0.0 84.8 1.000 1.000 0.0 0.0

1322 0.0 0.0 0.0 0.0 84.8 1.000 1.000 0.0 0.0

1323 0.0 0.0 -0.0 0.0 84.8 1.000 1.000 0.0 0.0

1323 0.0 0.0 0.0 0.0 84.7 1.000 1.000 0.0 0.0

1324 0.0 0.0 -0.0 0.0 84.7 1.000 1.000 0.0 0.0

1324 0.0 0.0 0.0 0.0 84.7 1.000 1.000 0.0 0.01325 0.0 0.0 -0.0 0.0 84.7 1.000 1.000 0.0 0.0

1325 0.0 0.0 0.0 0.0 84.7 1.000 1.000 0.0 0.0

1312 0.0 0.0 -0.0 0.0 84.7 1.000 1.000 0.0 0.0

1312 0.0 0.0 0.0 0.0 84.7 1.000 1.000 0.0 0.0

1314 0.0 0.0 -0.0 0.0 84.7 1.000 1.000 0.0 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1318 0.0 0.0 0.0 0.0 84.7 1.000 1.000 0.0 0.0

1319 0.0 0.0 -0.0 0.0 84.7 1.000 1.000 0.0 0.0

1319 0.0 0.0 0.0 0.0 84.6 1.000 1.000 0.0 0.0

1326 0.0 0.0 -0.0 0.0 84.7 1.000 1.000 0.0 0.0

1326 0.0 0.0 0.0 0.0 84.6 1.000 1.000 0.0 0.0

1327 0.0 0.1 -0.0 0.0 84.6 1.000 1.000 0.1 0.0

1327 0.0 0.1 0.0 0.0 84.6 1.000 1.000 0.1 0.01328 0.0 0.2 -0.0 0.0 84.6 1.000 1.000 0.1 0.0

1328 0.0 0.2 0.0 0.0 84.5 1.000 1.000 0.1 0.0

1329 0.0 0.9 -0.0 0.0 85.2 1.000 1.000 0.6 0.0

1329 0.0 0.9 0.0 0.0 84.9 1.000 1.000 0.6 0.0

1320 0.0 4.2 -0.0 0.0 88.2 1.000 1.000 2.8 0.0

1320 0.0 4.2 0.0 0.0 87.7 1.000 1.000 2.8 0.0

1331 0.0 4.6 -0.0 0.0 88.0 1.000 1.000 3.1 0.0

1331 0.0 4.6 0.0 0.0 88.0 1.000 1.000 3.1 0.0

1330 0.0 30.8 -0.0 0.0 114.2 2.300 2.300 20.6 0.0

1330 0.0 17.2 -0.0 0.0 78.9 1.000 1.000 11.5 0.0

1332 0.0 6.1 0.0 0.0 67.8 1.000 1.000 4.1 0.0

1332 0.0 6.1 -0.0 0.0 67.2 1.000 1.000 4.1 0.0

1333 0.0 0.7 0.0 0.0 61.8 1.000 1.000 0.5 0.0

1333 0.0 0.7 -0.0 0.0 61.1 1.000 1.000 0.5 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1334 0.0 11.9 0.0 0.0 72.2 1.000 1.000 7.9 0.0

1334 0.0 11.9 -0.0 0.0 72.0 1.000 1.000 7.9 0.0

1335 0.0 31.2 0.0 0.0 91.3 1.000 1.000 20.9 0.0

1335 0.0 31.2 -0.0 0.0 91.2 1.000 1.000 20.9 0.0

1336 0.0 43.9 0.0 0.0 103.8 1.000 1.000 29.4 0.0

1336 0.0 43.9 -0.0 0.0 103.6 1.000 1.000 29.4 0.0

1337 0.0 13.1 0.0 0.0 72.8 1.000 1.000 8.7 0.0

1337 0.0 27.8 -0.0 53.3 87.4 2.129 2.440 18.6 0.0

1338 0.0 100.4 0.0 192.4 165.5 2.129 2.440 67.3 0.0

1338 0.0 100.4 -0.0 192.4 165.4 2.129 2.440 67.3 0.0

1340 0.0 9.6 0.0 18.3 67.7 2.129 2.440 6.4 0.0

1340 0.0 4.5 -0.0 0.0 62.8 1.000 1.000 3.0 0.0

1341 0.0 49.9 0.0 0.0 108.3 1.000 1.000 33.5 0.0

1341 0.0 49.9 -0.0 0.0 108.4 1.000 1.000 33.5 0.0

1351 0.0 33.1 0.0 0.0 91.6 1.000 1.000 22.2 0.0

1351 0.0 33.1 -0.0 0.0 91.8 1.000 1.000 22.2 0.0

1352 0.0 11.2 0.0 0.0 69.8 1.000 1.000 7.5 0.0

1352 0.0 11.2 -0.0 0.0 70.0 1.000 1.000 7.5 0.0

1353 0.0 0.7 0.0 0.0 59.4 1.000 1.000 0.4 0.0

1353 0.0 0.7 -0.0 0.0 59.6 1.000 1.000 0.4 0.0

1354 0.0 1.9 0.0 0.0 60.8 1.000 1.000 1.2 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1354 0.0 1.9 -0.0 0.0 60.9 1.000 1.000 1.2 0.0

1355 0.0 1.0 0.0 0.0 60.1 1.000 1.000 0.7 0.0

1355 0.0 1.0 -0.0 0.0 60.2 1.000 1.000 0.7 0.0

1356 0.0 0.7 0.0 0.0 59.9 1.000 1.000 0.5 0.0

1356 0.0 0.7 -0.0 0.0 59.9 1.000 1.000 0.5 0.0

1342 0.0 0.4 0.0 0.0 59.6 1.000 1.000 0.3 0.0

1342 0.0 0.4 -0.0 0.0 59.6 1.000 1.000 0.3 0.0

1343 0.0 0.0 0.0 0.0 59.2 1.000 1.000 0.0 0.0

1345 0.0 0.3 -0.0 0.0 59.4 1.000 1.000 0.2 0.0

1346 0.0 0.7 0.0 0.0 59.9 1.000 1.000 0.5 0.0

1346 0.0 0.7 -0.0 0.0 59.9 1.000 1.000 0.5 0.0

1357 0.0 0.1 0.0 0.0 59.3 1.000 1.000 0.0 0.0

1357 0.0 0.1 -0.0 0.0 59.3 1.000 1.000 0.0 0.0

1358 0.0 2.1 0.0 0.0 61.3 1.000 1.000 1.4 0.0

1358 0.0 2.1 -0.0 0.0 61.3 1.000 1.000 1.4 0.01347 0.0 18.9 0.0 0.0 78.1 2.300 2.300 12.7 0.0

1347 0.0 5.5 -0.0 0.0 59.5 1.000 1.000 3.7 0.0

1348 0.0 1.6 0.0 0.0 55.6 1.000 1.000 1.0 0.0

1348 0.0 1.6 -0.0 0.0 55.4 1.000 1.000 1.0 0.0

1349 0.0 7.7 0.0 0.0 61.5 1.000 1.000 5.1 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1349 0.0 7.7 -0.0 0.0 61.3 1.000 1.000 5.1 0.0

1359 0.0 30.7 0.0 0.0 84.3 1.000 1.000 20.6 0.0

1359 0.0 30.7 -0.0 0.0 84.2 1.000 1.000 20.6 0.0

1361 0.0 48.4 0.0 0.0 101.9 1.000 1.000 32.4 0.0

1361 0.0 48.4 -0.0 0.0 101.8 1.000 1.000 32.4 0.0

1362 0.0 1.0 0.0 0.0 54.3 1.000 1.000 0.6 0.0

1362 0.0 2.0 -0.0 3.9 55.3 2.129 2.440 1.4 0.01363 0.0 92.8 0.0 177.8 152.9 2.129 2.440 62.2 0.0

1363 0.0 92.8 -0.0 177.8 152.9 2.129 2.440 62.2 0.0

1350 0.0 31.7 0.0 60.8 87.2 2.129 2.440 21.3 0.0

1350 0.0 14.9 -0.0 0.0 70.6 1.000 1.000 10.0 0.0

1364 0.0 38.4 0.0 0.0 94.1 1.000 1.000 25.7 0.0

1364 0.0 38.4 -0.0 0.0 94.3 1.000 1.000 25.7 0.0

1365 0.0 27.0 0.0 0.0 82.9 1.000 1.000 18.1 0.0

1365 0.0 27.0 -0.0 0.0 83.0 1.000 1.000 18.1 0.0

1366 0.0 7.6 0.0 0.0 63.7 1.000 1.000 5.1 0.0

1366 0.0 7.6 -0.0 0.0 63.9 1.000 1.000 5.1 0.0

1367 0.0 4.6 0.0 0.0 60.9 1.000 1.000 3.1 0.0

1367 0.0 4.6 -0.0 0.0 61.2 1.000 1.000 3.1 0.0

1360 0.0 84.8 0.0 0.0 141.4 2.300 2.300 56.8 0.0

1360 0.0 4.8 0.0 0.0 81.3 1.000 1.000 3.2 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1370 0.0 1.7 -0.0 0.0 78.3 1.000 1.000 1.2 0.0

1370 0.0 1.7 0.0 0.0 78.6 1.000 1.000 1.2 0.0

1371 0.0 0.6 -0.0 0.0 77.4 1.000 1.000 0.4 0.0

1371 0.0 0.6 0.0 0.0 77.2 1.000 1.000 0.4 0.0

1372 0.0 1.3 -0.0 0.0 77.9 1.000 1.000 0.9 0.0

1372 0.0 1.3 0.0 0.0 77.5 1.000 1.000 0.9 0.0

1373 0.0 10.6 -0.0 0.0 86.8 1.000 1.000 7.1 0.0

1373 0.0 10.6 0.0 0.0 86.7 1.000 1.000 7.1 0.0

1374 0.0 27.5 -0.0 0.0 103.7 1.000 1.000 18.4 0.0

1374 0.0 27.5 0.0 0.0 103.6 1.000 1.000 18.4 0.0

1379 0.0 36.7 -0.0 0.0 112.8 1.000 1.000 24.6 0.0

1379 0.0 36.7 0.0 0.0 112.7 1.000 1.000 24.6 0.0

1381 0.0 17.6 -0.0 0.0 93.6 1.000 1.000 11.8 0.0

1381 0.0 45.2 0.0 84.5 121.1 2.564 2.938 30.3 0.0

1382 0.0 103.8 0.0 193.9 183.3 2.564 2.938 69.5 0.0

1382 0.0 103.8 -0.0 193.9 183.3 2.564 2.938 69.5 0.0

1375 0.0 36.9 0.0 69.0 112.3 2.564 2.938 24.7 0.0

1375 0.0 14.4 -0.0 0.0 89.8 1.000 1.000 9.7 0.0

1377 0.0 40.4 0.0 0.0 115.8 1.000 1.000 27.0 0.0

1377 0.0 40.4 -0.0 0.0 115.8 1.000 1.000 27.0 0.0

1378 0.0 22.8 0.0 0.0 98.3 1.000 1.000 15.3 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1378 0.0 22.8 -0.0 0.0 98.3 1.000 1.000 15.3 0.0

1383 0.0 27.7 0.0 0.0 103.2 1.000 1.000 18.5 0.0

1383 0.0 27.7 -0.0 0.0 103.2 1.000 1.000 18.5 0.0

1384 0.0 48.9 0.0 0.0 124.5 1.000 1.000 32.8 0.0

1384 0.0 48.9 -0.0 0.0 124.5 1.000 1.000 32.8 0.0

1385 0.0 8.1 0.0 0.0 83.7 1.000 1.000 5.4 0.0

1385 0.0 20.6 -0.0 38.6 96.3 2.564 2.938 13.8 0.0

1386 0.0 105.9 0.0 197.9 186.8 2.564 2.938 70.9 0.0

1386 0.0 105.9 -0.0 197.9 186.9 2.564 2.938 70.9 0.0

1376 0.0 63.6 0.0 118.9 142.0 2.564 2.938 42.6 0.0

1376 0.0 24.8 -0.0 0.0 103.3 1.000 1.000 16.6 0.0

1387 0.0 29.2 0.0 0.0 107.6 1.000 1.000 19.5 0.0

1387 0.0 29.2 -0.0 0.0 107.8 1.000 1.000 19.5 0.0

1388 0.0 24.1 0.0 0.0 102.7 1.000 1.000 16.1 0.0

1388 0.0 24.1 -0.0 0.0 102.8 1.000 1.000 16.1 0.01389 0.0 9.9 0.0 0.0 88.7 1.000 1.000 6.6 0.0

1389 0.0 9.9 -0.0 0.0 88.9 1.000 1.000 6.6 0.0

1391 0.0 1.0 0.0 0.0 79.9 1.000 1.000 0.6 0.0

1391 0.0 1.0 -0.0 0.0 80.9 1.000 1.000 0.6 0.0

1392 0.0 0.2 0.0 0.0 80.1 1.000 1.000 0.1 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1392 0.0 0.2 -0.0 0.0 82.0 1.000 1.000 0.1 0.0

1393 0.0 0.0 0.0 0.0 81.9 1.000 1.000 0.0 0.0

1393 0.0 0.0 -0.0 0.0 83.8 1.000 1.000 0.0 0.0

1394 0.0 0.0 0.0 0.0 83.8 1.000 1.000 0.0 0.0

1394 0.0 0.0 -0.0 0.0 85.6 1.000 1.000 0.0 0.0

1395 0.0 0.0 0.0 0.0 85.6 1.000 1.000 0.0 0.0

1395 0.0 0.0 -0.0 0.0 86.1 1.000 1.000 0.0 0.01396 0.0 0.2 0.0 0.0 86.2 1.000 1.000 0.1 0.0

1396 0.0 0.2 -0.0 0.0 85.6 1.000 1.000 0.1 0.0

1397 0.0 0.8 0.0 0.0 86.2 1.000 1.000 0.5 0.0

1397 0.0 0.8 -0.0 0.0 84.4 1.000 1.000 0.5 0.0

1380 0.0 6.6 0.0 0.0 90.2 2.300 2.300 4.4 0.0

1380 0.0 12.6 -0.0 0.0 81.2 1.000 1.000 8.4 0.0

1398 0.0 5.2 0.0 0.0 73.8 1.000 1.000 3.5 0.0

1398 0.0 5.2 -0.0 0.0 72.6 1.000 1.000 3.5 0.0

1399 0.0 0.7 0.0 0.0 68.1 1.000 1.000 0.4 0.0

1399 0.0 0.7 -0.0 0.0 67.9 1.000 1.000 0.4 0.0

1401 0.0 0.2 0.0 0.0 67.4 1.000 1.000 0.1 0.0

1401 0.0 0.2 -0.0 0.0 67.2 1.000 1.000 0.1 0.0

1402 0.0 0.2 0.0 0.0 67.2 1.000 1.000 0.1 0.0

1402 0.0 0.2 -0.0 0.0 67.0 1.000 1.000 0.1 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1403 0.0 0.2 0.0 0.0 66.9 1.000 1.000 0.1 0.0

1403 0.0 0.2 -0.0 0.0 66.9 1.000 1.000 0.1 0.0

1390 0.0 0.2 0.0 0.0 67.0 2.300 2.300 0.1 0.0

1390 0.0 0.1 -0.0 0.0 66.8 1.000 1.000 0.1 0.0

1400 0.0 0.1 0.0 0.0 66.8 1.000 1.000 0.1 0.0

1420 0.0 0.1 -0.0 0.0 66.8 1.000 1.000 0.1 0.0

1430 0.0 0.1 0.0 0.0 66.8 1.000 1.000 0.1 0.0

1430 0.0 0.1 -0.0 0.0 66.6 1.000 1.000 0.1 0.0

1431 0.0 12.7 0.0 0.0 79.3 1.000 1.000 8.5 0.0

1431 0.0 12.7 -0.0 0.0 78.8 1.000 1.000 8.5 0.0

1432 0.0 32.7 0.0 0.0 98.8 1.000 1.000 21.9 0.0

1432 0.0 32.7 -0.0 0.0 98.3 1.000 1.000 21.9 0.0

1433 0.0 40.0 0.0 0.0 105.7 1.000 1.000 26.8 0.0

1433 0.0 85.2 -0.0 163.3 150.6 2.129 2.440 57.1 0.0

1434 0.0 104.5 0.0 200.3 171.4 2.129 2.440 70.0 0.0

1434 0.0 104.5 -0.0 200.3 171.3 2.129 2.440 70.0 0.0

1440 0.0 47.2 0.0 90.5 102.5 2.129 2.440 31.6 0.0

1440 0.0 22.2 -0.0 0.0 77.5 1.000 1.000 14.9 0.0

1441 0.0 70.6 0.0 0.0 125.9 1.000 1.000 47.3 0.0

1441 0.0 70.6 -0.0 0.0 126.0 1.000 1.000 47.3 0.0

1442 0.0 41.1 0.0 0.0 96.5 1.000 1.000 27.5 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1452 0.0 35.1 -0.0 0.0 99.5 1.000 1.000 23.5 0.0

1453 0.0 26.1 0.0 0.0 90.5 1.000 1.000 17.5 0.0

1453 0.0 26.1 -0.0 0.0 90.9 1.000 1.000 17.5 0.0

1454 0.0 10.0 0.0 0.0 74.8 1.000 1.000 6.7 0.0

1454 0.0 10.0 -0.0 0.0 75.2 1.000 1.000 6.7 0.0

1455 0.0 1.2 0.0 0.0 66.3 1.000 1.000 0.8 0.0

1455 0.0 1.2 -0.0 0.0 68.3 1.000 1.000 0.8 0.01456 0.0 0.3 0.0 0.0 67.4 1.000 1.000 0.2 0.0

1456 0.0 0.3 -0.0 0.0 70.4 1.000 1.000 0.2 0.0

1457 0.0 0.3 0.0 0.0 70.4 1.000 1.000 0.2 0.0

1457 0.0 0.3 -0.0 0.0 72.1 1.000 1.000 0.2 0.0

538 0.0 0.0 0.0 0.0 71.8 1.000 1.000 0.0 0.0

538 0.0 0.0 -0.0 0.0 71.8 1.000 1.000 0.0 0.0

490 0.0 0.3 0.0 0.0 72.1 1.000 1.000 0.2 0.0

145 0.0 1.4 -0.0 0.0 8.4 1.000 1.000 0.9 0.0

166 0.0 10.8 0.0 0.0 17.8 1.000 1.000 7.2 0.0

166 0.0 10.8 -0.0 0.0 17.8 1.000 1.000 7.2 0.0

167 0.0 21.3 0.0 0.0 28.3 1.000 1.000 14.3 0.0

167 0.0 45.4 -0.0 86.9 52.3 2.129 2.440 30.4 0.0

168 0.0 12.1 -0.0 23.1 16.5 2.129 2.440 8.1 0.0

168 0.0 12.1 0.0 23.1 16.4 2.129 2.440 8.1 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

2145 0.0 42.6 0.0 81.6 42.8 2.129 2.440 28.5 0.0

2145 0.0 20.0 -0.0 0.0 20.1 1.000 1.000 13.4 0.0

2154 0.0 12.4 0.0 0.0 12.5 1.000 1.000 8.3 0.0

2154 0.0 12.4 -0.0 0.0 12.5 1.000 1.000 8.3 0.0

2155 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0

210 0.0 34.7 0.0 0.0 58.7 1.000 1.000 23.3 0.0

214 0.0 10.5 0.0 0.0 34.5 1.000 1.000 7.0 0.0

214 0.0 10.5 -0.0 0.0 34.5 1.000 1.000 7.0 0.0

215 0.0 13.9 0.0 0.0 38.0 1.000 1.000 9.3 0.0

215 0.0 13.9 0.0 0.0 38.0 1.000 1.000 9.3 0.0

216 0.0 7.1 -0.0 0.0 31.1 1.000 1.000 4.7 0.0

216 0.0 7.1 0.0 0.0 31.1 1.000 1.000 4.7 0.0

217 0.0 0.4 0.0 0.0 24.4 1.000 1.000 0.3 0.0

217 0.0 0.4 0.0 0.0 24.0 1.000 1.000 0.3 0.0

218 0.0 0.1 0.0 0.0 23.7 1.000 1.000 0.1 0.0

218 0.0 0.1 0.0 0.0 19.5 1.000 1.000 0.1 0.0

221 0.0 0.0 0.0 0.0 19.4 1.000 1.000 0.0 0.0

221 0.0 0.0 0.0 0.0 11.0 1.000 1.000 0.0 0.0

222 0.0 0.0 0.0 0.0 11.0 1.000 1.000 0.0 0.0

222 0.0 0.0 0.0 0.0 4.3 1.000 1.000 0.0 0.0

223 0.0 0.0 0.0 0.0 4.3 1.000 1.000 0.0 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

223 0.0 0.0 0.0 0.0 2.9 1.000 1.000 0.0 0.0

224 0.0 0.0 -0.0 0.0 2.9 1.000 1.000 0.0 0.0

224 0.0 0.0 0.0 0.0 1.8 1.000 1.000 0.0 0.0

225 0.0 0.0 0.0 0.0 1.8 1.000 1.000 0.0 0.0

225 0.0 0.0 0.0 0.0 0.6 1.000 1.000 0.0 0.0

2209 0.0 0.0 0.0 0.0 0.6 1.000 1.000 0.0 0.0

2209 0.0 0.0 0.0 0.0 0.6 1.000 1.000 0.0 0.0

2210 0.0 0.0 -0.0 0.0 0.6 1.000 1.000 0.0 0.0

270 0.0 5.3 0.0 0.0 5.4 1.000 1.000 3.5 0.0

301 0.0 7.9 0.0 0.0 8.0 1.000 1.000 5.3 0.0

301 0.0 7.9 0.0 0.0 8.0 1.000 1.000 5.3 0.0

302 0.0 4.2 0.0 0.0 4.4 1.000 1.000 2.8 0.0

302 0.0 4.2 0.0 0.0 4.3 1.000 1.000 2.8 0.0

3269 0.0 2.1 -0.0 0.0 2.2 1.000 1.000 1.4 0.0

3269 0.0 2.1 -0.0 0.0 2.2 1.000 1.000 1.4 0.03270 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0

350 0.0 0.4 -0.0 0.0 7.4 1.000 1.000 0.3 0.0

419 0.0 8.5 0.0 0.0 15.4 1.000 1.000 5.7 0.0

419 0.0 8.5 -0.0 0.0 15.4 1.000 1.000 5.7 0.0

421 0.0 20.8 0.0 0.0 27.7 1.000 1.000 13.9 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

421 0.0 44.3 -0.0 84.9 51.2 2.129 2.440 29.7 0.0

422 0.0 11.7 -0.0 22.4 16.1 2.129 2.440 7.8 0.0

422 0.0 11.7 0.0 22.4 16.0 2.129 2.440 7.8 0.0

3350 0.0 42.9 -0.0 82.1 43.1 2.129 2.440 28.7 0.0

3350 0.0 20.1 0.0 0.0 20.3 1.000 1.000 13.5 0.0

3359 0.0 12.5 -0.0 0.0 12.6 1.000 1.000 8.4 0.0

3359 0.0 12.5 -0.0 0.0 12.6 1.000 1.000 8.4 0.03360 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0

370 0.0 0.3 0.0 0.0 7.3 1.000 1.000 0.2 0.0

423 0.0 9.2 -0.0 0.0 16.2 1.000 1.000 6.1 0.0

423 0.0 9.2 0.0 0.0 16.1 1.000 1.000 6.1 0.0

424 0.0 21.2 -0.0 0.0 28.2 1.000 1.000 14.2 0.0

424 0.0 45.1 0.0 86.4 52.0 2.129 2.440 30.2 0.0

425 0.0 12.0 0.0 22.9 16.4 2.129 2.440 8.0 0.0

425 0.0 12.0 -0.0 22.9 16.3 2.129 2.440 8.0 0.0

4370 0.0 42.8 -0.0 82.0 43.0 2.129 2.440 28.7 0.0

4370 0.0 20.1 0.0 0.0 20.2 1.000 1.000 13.5 0.0

4379 0.0 12.5 0.0 0.0 12.6 1.000 1.000 8.4 0.0

4379 0.0 12.5 -0.0 0.0 12.6 1.000 1.000 8.4 0.0

4380 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0

580 0.0 0.4 -0.0 0.0 1.1 1.000 1.000 0.2 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

581 0.0 0.6 0.0 0.0 1.4 1.000 1.000 0.4 0.0

581 0.0 0.6 0.0 0.0 1.3 1.000 1.000 0.4 0.0

582 0.0 0.5 0.0 0.0 1.2 1.000 1.000 0.3 0.0

582 0.0 0.5 0.0 0.0 1.1 1.000 1.000 0.3 0.0

583 0.0 0.2 0.0 0.0 0.8 1.000 1.000 0.1 0.0

583 0.0 0.2 0.0 0.0 0.7 1.000 1.000 0.1 0.0

584 0.0 0.1 0.0 0.0 0.7 1.000 1.000 0.1 0.0

584 0.0 0.1 0.0 0.0 0.6 1.000 1.000 0.1 0.0

585 0.0 0.0 0.0 0.0 0.5 1.000 1.000 0.0 0.0

585 0.0 0.0 0.0 0.0 0.3 1.000 1.000 0.0 0.0

586 0.0 0.0 -0.0 0.0 0.3 1.000 1.000 0.0 0.0

586 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0

4579 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0

4579 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0

4580 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0

590 0.0 0.8 0.0 0.0 7.7 1.000 1.000 0.5 0.0

597 0.0 8.9 -0.0 0.0 15.8 1.000 1.000 6.0 0.0

597 0.0 8.9 0.0 0.0 15.8 1.000 1.000 6.0 0.0

598 0.0 20.8 -0.0 0.0 27.7 1.000 1.000 13.9 0.0

598 0.0 44.3 0.0 84.9 51.1 2.129 2.440 29.7 0.0

601 0.0 11.7 0.0 22.5 16.1 2.129 2.440 7.9 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

601 0.0 11.7 -0.0 22.5 16.0 2.129 2.440 7.9 0.0

5590 0.0 42.5 -0.0 81.3 42.7 2.129 2.440 28.4 0.0

5590 0.0 19.9 0.0 0.0 20.1 1.000 1.000 13.4 0.0

5599 0.0 12.4 0.0 0.0 12.5 1.000 1.000 8.3 0.0

5599 0.0 12.4 -0.0 0.0 12.5 1.000 1.000 8.3 0.0

5600 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0

900 0.0 0.1 0.0 0.0 6.8 1.000 1.000 0.0 0.0

905 0.0 21.2 -0.0 0.0 28.0 1.000 1.000 14.2 0.0

905 0.0 45.2 0.0 86.7 51.9 2.129 2.440 30.3 0.0

906 0.0 11.6 0.0 22.2 15.8 2.129 2.440 7.8 0.0

906 0.0 11.6 -0.0 22.2 15.7 2.129 2.440 7.8 0.0

6900 0.0 40.1 0.0 76.7 40.3 2.129 2.440 26.8 0.0

6900 0.0 18.8 0.0 0.0 18.9 1.000 1.000 12.6 0.0

6909 0.0 11.7 0.0 0.0 11.8 1.000 1.000 7.8 0.0

6909 0.0 11.7 0.0 0.0 11.8 1.000 1.000 7.8 0.06910 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0

910 0.0 16.4 0.0 0.0 21.7 1.000 1.000 11.0 0.0

917 0.0 9.5 -0.0 0.0 14.7 1.000 1.000 6.4 0.0

917 0.0 20.2 0.0 38.7 25.4 2.129 2.440 13.5 0.0

918 0.0 4.2 0.0 8.0 7.5 2.129 2.440 2.8 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

918 0.0 4.2 -0.0 8.0 7.4 2.129 2.440 2.8 0.0

7910 0.0 44.4 0.0 85.1 44.7 2.129 2.440 29.8 0.0

7910 0.0 20.9 0.0 0.0 21.0 1.000 1.000 14.0 0.0

7919 0.0 13.0 0.0 0.0 13.1 1.000 1.000 8.7 0.0

7919 0.0 13.0 0.0 0.0 13.1 1.000 1.000 8.7 0.0

7920 0.0 0.0 -0.0 0.0 0.1 1.000 1.000 0.0 0.0

930 0.0 3.5 0.0 0.0 4.2 1.000 1.000 2.3 0.0946 0.0 8.6 0.0 0.0 9.4 1.000 1.000 5.8 0.0

946 0.0 8.6 0.0 0.0 9.3 1.000 1.000 5.8 0.0

947 0.0 6.3 0.0 0.0 7.0 1.000 1.000 4.2 0.0

947 0.0 6.3 0.0 0.0 6.9 1.000 1.000 4.2 0.0

948 0.0 2.4 0.0 0.0 3.0 1.000 1.000 1.6 0.0

948 0.0 2.4 0.0 0.0 2.9 1.000 1.000 1.6 0.0

949 0.0 1.2 0.0 0.0 1.8 1.000 1.000 0.8 0.0

949 0.0 1.2 0.0 0.0 1.7 1.000 1.000 0.8 0.0

952 0.0 0.1 0.0 0.0 0.5 1.000 1.000 0.0 0.0

952 0.0 0.1 0.0 0.0 0.4 1.000 1.000 0.0 0.0

953 0.0 0.2 0.0 0.0 0.5 1.000 1.000 0.1 0.0

953 0.0 0.2 -0.0 0.0 0.3 1.000 1.000 0.1 0.0

8929 0.0 0.1 0.0 0.0 0.2 1.000 1.000 0.1 0.0

8929 0.0 0.1 0.0 0.0 0.2 1.000 1.000 0.1 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

8930 0.0 0.0 -0.0 0.0 0.1 1.000 1.000 0.0 0.0

950 0.0 10.3 -0.0 0.0 16.3 1.000 1.000 6.9 0.0

954 0.0 4.1 0.0 0.0 10.1 1.000 1.000 2.8 0.0

954 0.0 4.1 -0.0 0.0 10.0 1.000 1.000 2.8 0.0

955 0.0 13.6 0.0 0.0 19.5 1.000 1.000 9.1 0.0

955 0.0 28.9 -0.0 55.4 34.8 2.129 2.440 19.4 0.0

956 0.0 5.3 -0.0 10.1 9.4 2.129 2.440 3.5 0.0

956 0.0 5.3 0.0 10.1 9.3 2.129 2.440 3.5 0.0

9950 0.0 44.8 -0.0 85.8 45.0 2.129 2.440 30.0 0.0

9950 0.0 21.0 -0.0 0.0 21.2 1.000 1.000 14.1 0.0

9959 0.0 13.1 0.0 0.0 13.2 1.000 1.000 8.8 0.0

9959 0.0 13.1 0.0 0.0 13.2 1.000 1.000 8.8 0.0

9960 0.0 0.0 -0.0 0.0 0.1 1.000 1.000 0.0 0.0

960 0.0 0.1 0.0 0.0 0.8 1.000 1.000 0.0 0.0

968 0.0 0.9 -0.0 0.0 1.6 1.000 1.000 0.6 0.0

968 0.0 0.9 -0.0 0.0 1.6 1.000 1.000 0.6 0.0

971 0.0 0.6 0.0 0.0 1.3 1.000 1.000 0.4 0.0

971 0.0 0.6 0.0 0.0 1.2 1.000 1.000 0.4 0.0

972 0.0 0.2 -0.0 0.0 0.8 1.000 1.000 0.1 0.0

972 0.0 0.2 0.0 0.0 0.7 1.000 1.000 0.1 0.0

973 0.0 0.1 -0.0 0.0 0.6 1.000 1.000 0.1 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

973 0.0 0.1 0.0 0.0 0.6 1.000 1.000 0.1 0.0

974 0.0 0.0 0.0 0.0 0.5 1.000 1.000 0.0 0.0

974 0.0 0.0 0.0 0.0 0.3 1.000 1.000 0.0 0.0

975 0.0 0.0 0.0 0.0 0.3 1.000 1.000 0.0 0.0

975 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0

10959 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0

10959 0.0 0.0 -0.0 0.0 0.1 1.000 1.000 0.0 0.0

10960 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0

1250 0.0 4.8 -0.0 0.0 11.4 1.000 1.000 3.2 0.0

1251 0.0 7.0 0.0 0.0 13.7 1.000 1.000 4.7 0.0

1251 0.0 7.0 -0.0 0.0 13.6 1.000 1.000 4.7 0.0

1252 0.0 19.1 0.0 0.0 25.7 1.000 1.000 12.8 0.0

1252 0.0 40.7 -0.0 77.9 47.2 2.129 2.440 27.2 0.0

1253 0.0 10.2 0.0 19.6 14.5 2.129 2.440 6.9 0.0

1253 0.0 10.2 -0.0 19.6 14.4 2.129 2.440 6.9 0.011250 0.0 42.1 0.0 80.7 42.4 2.129 2.440 28.2 0.0

11250 0.0 19.8 -0.0 0.0 19.9 1.000 1.000 13.3 0.0

11259 0.0 12.3 0.0 0.0 12.4 1.000 1.000 8.2 0.0

11259 0.0 12.3 0.0 0.0 12.4 1.000 1.000 8.2 0.0

11260 0.0 0.0 0.0 0.0 0.1 1.000 1.000 0.0 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1260 0.0 0.3 0.0 0.0 1.9 1.000 1.000 0.2 0.0

1265 0.0 1.9 0.0 0.0 3.5 1.000 1.000 1.3 0.0

1265 0.0 1.9 0.0 0.0 3.4 1.000 1.000 1.3 0.0

1266 0.0 1.3 0.0 0.0 2.8 1.000 1.000 0.9 0.0

1266 0.0 1.3 -0.0 0.0 2.7 1.000 1.000 0.9 0.0

1267 0.0 0.4 0.0 0.0 1.9 1.000 1.000 0.3 0.0

1267 0.0 0.4 0.0 0.0 1.7 1.000 1.000 0.3 0.01268 0.0 0.1 0.0 0.0 1.4 1.000 1.000 0.1 0.0

1268 0.0 0.1 0.0 0.0 1.1 1.000 1.000 0.1 0.0

1269 0.0 0.0 0.0 0.0 1.1 1.000 1.000 0.0 0.0

1269 0.0 0.0 0.0 0.0 0.8 1.000 1.000 0.0 0.0

1271 0.0 0.0 0.0 0.0 0.7 1.000 1.000 0.0 0.0

1271 0.0 0.0 0.0 0.0 0.5 1.000 1.000 0.0 0.0

1272 0.0 0.0 0.0 0.0 0.5 1.000 1.000 0.0 0.0

1272 0.0 0.0 0.0 0.0 0.2 1.000 1.000 0.0 0.0

12259 0.0 0.0 0.0 0.0 0.2 1.000 1.000 0.0 0.0

12259 0.0 0.0 0.0 0.0 0.2 1.000 1.000 0.0 0.0

12260 0.0 0.0 0.0 0.0 0.2 1.000 1.000 0.0 0.0

1270 0.0 2.3 -0.0 0.0 9.7 1.000 1.000 1.5 0.0

1273 0.0 25.8 0.0 0.0 33.2 1.000 1.000 17.3 0.0

1273 0.0 55.0 -0.0 105.4 62.3 2.129 2.440 36.9 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1274 0.0 17.3 0.0 33.2 21.8 2.129 2.440 11.6 0.0

1274 0.0 17.3 -0.0 33.2 21.7 2.129 2.440 11.6 0.0

13270 0.0 38.3 0.0 73.4 38.5 2.129 2.440 25.7 0.0

13270 0.0 18.0 0.0 0.0 18.1 1.000 1.000 12.0 0.0

13279 0.0 11.2 0.0 0.0 11.3 1.000 1.000 7.5 0.0

13279 0.0 11.2 0.0 0.0 11.3 1.000 1.000 7.5 0.0

13280 0.0 0.0 -0.0 0.0 0.1 1.000 1.000 0.0 0.0

1310 0.0 5.3 0.0 0.0 11.7 1.000 1.000 3.6 0.0

1339 0.0 12.4 0.0 0.0 18.8 1.000 1.000 8.3 0.0

1339 0.0 12.4 0.0 0.0 18.8 1.000 1.000 8.3 0.0

1368 0.0 9.2 0.0 0.0 15.5 1.000 1.000 6.1 0.0

1368 0.0 9.2 0.0 0.0 15.5 1.000 1.000 6.1 0.0

1369 0.0 3.5 0.0 0.0 9.8 1.000 1.000 2.3 0.0

1369 0.0 3.5 0.0 0.0 9.7 1.000 1.000 2.3 0.0

1404 0.0 0.5 0.0 0.0 6.6 1.000 1.000 0.3 0.0

1404 0.0 0.5 0.0 0.0 5.7 1.000 1.000 0.3 0.0

1405 0.0 0.2 0.0 0.0 5.4 1.000 1.000 0.1 0.0

1405 0.0 0.2 0.0 0.0 2.4 1.000 1.000 0.1 0.0

1406 0.0 0.0 -0.0 0.0 2.3 1.000 1.000 0.0 0.0

1406 0.0 0.0 -0.0 0.0 1.6 1.000 1.000 0.0 0.0

1407 0.0 0.0 0.0 0.0 1.6 1.000 1.000 0.0 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1407 0.0 0.0 0.0 0.0 1.0 1.000 1.000 0.0 0.0

1408 0.0 0.0 -0.0 0.0 1.0 1.000 1.000 0.0 0.0

1408 0.0 0.0 -0.0 0.0 0.3 1.000 1.000 0.0 0.0

14309 0.0 0.0 0.0 0.0 0.3 1.000 1.000 0.0 0.0

14309 0.0 0.0 0.0 0.0 0.3 1.000 1.000 0.0 0.0

14310 0.0 0.0 -0.0 0.0 0.3 1.000 1.000 0.0 0.0

1330 0.0 30.5 -0.0 0.0 85.5 1.000 1.000 20.5 0.0

1409 0.0 18.9 0.0 0.0 73.8 1.000 1.000 12.6 0.0

1409 0.0 18.9 -0.0 0.0 73.8 1.000 1.000 12.6 0.0

1411 0.0 18.5 0.0 0.0 73.5 1.000 1.000 12.4 0.0

1411 0.0 18.5 -0.0 0.0 73.4 1.000 1.000 12.4 0.0

1412 0.0 8.4 0.0 0.0 63.3 1.000 1.000 5.6 0.0

1412 0.0 8.4 -0.0 0.0 63.2 1.000 1.000 5.6 0.0

1413 0.0 0.6 0.0 0.0 55.5 1.000 1.000 0.4 0.0

1413 0.0 0.6 -0.0 0.0 55.0 1.000 1.000 0.4 0.01414 0.0 0.1 0.0 0.0 54.5 1.000 1.000 0.1 0.0

1414 0.0 0.1 -0.0 0.0 52.2 1.000 1.000 0.1 0.0

1415 0.0 0.4 0.0 0.0 52.4 1.000 1.000 0.2 0.0

1415 0.0 0.4 -0.0 0.0 48.6 1.000 1.000 0.2 0.0

1416 0.0 1.4 0.0 0.0 49.7 1.000 1.000 0.9 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1416 0.0 1.4 -0.0 0.0 46.2 1.000 1.000 0.9 0.0

1417 0.0 2.1 0.0 0.0 46.9 1.000 1.000 1.4 0.0

1417 0.0 2.1 -0.0 0.0 46.2 1.000 1.000 1.4 0.0

1418 0.0 14.0 0.0 0.0 58.1 1.000 1.000 9.3 0.0

1418 0.0 14.0 -0.0 0.0 57.5 1.000 1.000 9.3 0.0

1419 0.0 53.6 0.0 0.0 97.2 1.000 1.000 35.9 0.0

1419 0.0 53.6 -0.0 0.0 96.6 1.000 1.000 35.9 0.01421 0.0 103.2 0.0 0.0 146.1 1.000 1.000 69.1 0.0

1421 0.0 264.6 -0.0 494.4 307.0 2.564 2.938 177.3 0.0

1422 0.0 24.1 0.0 45.0 51.5 2.564 2.938 16.1 0.0

1422 0.0 24.1 -0.0 45.0 51.0 2.564 2.938 16.1 0.0

15320 0.0 289.6 -0.0 541.1 296.9 2.564 2.938 194.0 0.0

15320 0.0 112.9 0.0 0.0 119.9 1.000 1.000 75.7 0.0

15321 0.0 100.0 0.0 0.0 106.9 1.000 1.000 67.0 0.0

15321 0.0 100.0 0.0 0.0 106.4 1.000 1.000 67.0 0.0

15322 0.0 41.8 -0.0 0.0 48.3 1.000 1.000 28.0 0.0

15322 0.0 41.8 0.0 0.0 47.7 1.000 1.000 28.0 0.0

15323 0.0 5.8 0.0 0.0 11.7 1.000 1.000 3.9 0.0

15323 0.0 5.8 0.0 0.0 11.0 1.000 1.000 3.9 0.0

15324 0.0 5.1 -0.0 0.0 10.3 1.000 1.000 3.4 0.0

15324 0.0 5.1 0.0 0.0 9.2 1.000 1.000 3.4 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

15326 0.0 0.8 0.0 0.0 5.0 1.000 1.000 0.6 0.0

15326 0.0 0.8 0.0 0.0 3.8 1.000 1.000 0.6 0.0

15327 0.0 0.1 -0.0 0.0 3.1 1.000 1.000 0.1 0.0

15327 0.0 0.1 0.0 0.0 2.1 1.000 1.000 0.1 0.0

15328 0.0 0.1 0.0 0.0 2.2 1.000 1.000 0.1 0.0

15328 0.0 0.1 0.0 0.0 1.4 1.000 1.000 0.1 0.0

15329 0.0 0.1 0.0 0.0 1.3 1.000 1.000 0.0 0.0

15329 0.0 0.1 -0.0 0.0 0.5 1.000 1.000 0.0 0.0

15331 0.0 0.0 0.0 0.0 0.5 1.000 1.000 0.0 0.0

15331 0.0 0.0 0.0 0.0 0.5 1.000 1.000 0.0 0.0

15325 0.0 0.0 0.0 0.0 0.4 1.000 1.000 0.0 0.0

1360 0.0 41.7 0.0 0.0 43.2 1.000 1.000 27.9 0.0

1423 0.0 19.7 0.0 0.0 21.2 1.000 1.000 13.2 0.0

1423 0.0 19.7 0.0 0.0 21.2 1.000 1.000 13.2 0.0

1424 0.0 21.0 0.0 0.0 22.5 1.000 1.000 14.1 0.0

1424 0.0 21.0 0.0 0.0 22.4 1.000 1.000 14.1 0.0

1425 0.0 9.5 0.0 0.0 10.9 1.000 1.000 6.3 0.0

1425 0.0 9.5 0.0 0.0 10.8 1.000 1.000 6.3 0.0

1426 0.0 0.7 0.0 0.0 2.0 1.000 1.000 0.5 0.0

1426 0.0 0.7 -0.0 0.0 1.8 1.000 1.000 0.5 0.0

1427 0.0 0.7 0.0 0.0 1.8 1.000 1.000 0.5 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

1427 0.0 0.7 0.0 0.0 1.5 1.000 1.000 0.5 0.0

1428 0.0 0.3 0.0 0.0 1.0 1.000 1.000 0.2 0.0

1428 0.0 0.3 0.0 0.0 0.8 1.000 1.000 0.2 0.0

1429 0.0 0.1 0.0 0.0 0.5 1.000 1.000 0.0 0.0

1429 0.0 0.1 0.0 0.0 0.2 1.000 1.000 0.0 0.0

16359 0.0 0.0 0.0 0.0 0.2 1.000 1.000 0.0 0.0

16359 0.0 0.0 0.0 0.0 0.2 1.000 1.000 0.0 0.0

16360 0.0 0.0 -0.0 0.0 0.2 1.000 1.000 0.0 0.0

1347 0.0 13.7 0.0 0.0 14.2 1.000 1.000 9.2 0.0

1435 0.0 4.2 -0.0 0.0 4.8 1.000 1.000 2.8 0.0

1435 0.0 4.2 0.0 0.0 4.7 1.000 1.000 2.8 0.0

1436 0.0 5.5 -0.0 0.0 6.0 1.000 1.000 3.7 0.0

1436 0.0 5.5 -0.0 0.0 5.9 1.000 1.000 3.7 0.0

17370 0.0 2.6 0.0 0.0 3.1 1.000 1.000 1.8 0.0

17370 0.0 2.6 0.0 0.0 3.0 1.000 1.000 1.8 0.017371 0.0 1.1 -0.0 0.0 1.4 1.000 1.000 0.7 0.0

17371 0.0 1.1 0.0 0.0 1.3 1.000 1.000 0.7 0.0

17372 0.0 0.2 0.0 0.0 0.4 1.000 1.000 0.1 0.0

17372 0.0 0.2 -0.0 0.0 0.3 1.000 1.000 0.1 0.0

17379 0.0 0.1 0.0 0.0 0.2 1.000 1.000 0.1 0.0





NODE Axial

StressKPa

BendingStress

KPa

TorsionStress

KPa

HoopStress

KPa

MaxStress

IntensityKPa

SIF InPlane

SIF OutPlane

CodeStress

KPa

AllowableStress

KPa

17379 0.0 0.1 0.0 0.0 0.2 1.000 1.000 0.1 0.0

17380 0.0 0.0 -0.0 0.0 0.1 1.000 1.000 0.0 0.0

1380 0.0 15.5 -0.0 0.0 20.9 1.000 1.000 10.4 0.0

1437 0.0 9.8 0.0 0.0 15.3 1.000 1.000 6.6 0.0

1437 0.0 9.8 -0.0 0.0 15.3 1.000 1.000 6.6 0.0

1438 0.0 10.2 0.0 0.0 15.7 1.000 1.000 6.8 0.0

1438 0.0 21.7 -0.0 41.6 27.1 2.129 2.440 14.6 0.01439 0.0 2.3 0.0 4.3 6.2 2.129 2.440 1.5 0.0

1439 0.0 2.3 -0.0 4.3 6.1 2.129 2.440 1.5 0.0

18380 0.0 45.6 0.0 87.4 45.9 2.129 2.440 30.6 0.0

18380 0.0 21.4 0.0 0.0 21.6 1.000 1.000 14.4 0.0

18389 0.0 13.3 -0.0 0.0 13.5 1.000 1.000 8.9 0.0

18389 0.0 13.3 0.0 0.0 13.5 1.000 1.000 8.9 0.0

18390 0.0 0.0 -0.0 0.0 0.1 1.000 1.000 0.0 0.0




RESTRAINT SUMMARY EXTENDED REPORT: Loads On RestraintsVarious Load Cases

LOAD CASE DEFI NI TI ON KEY

CASE 1 ( HYD) WW+HPCASE 2 ( OPE) W+T1+P1CASE 3 ( SUS) W+P1CASE 4 ( EXP) L4=L2- L3

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m. DX

10

Bi-linearX2; Bi-

linear Z2;Bi-linear Y2

1(HYD) -126 -0 -0 0 0 0 -9

2(OPE) -85 -0 -0 0 0 0 -6 3(SUS) -84 -0 -0 0 0 0 -6

4(EXP) -1 0 -0 0 0 0 -0

MAX -126/L1 -0/L1 -0/L1 -9.93

11

Bi-linearX2; Bi-


1(HYD) -246 0 0 0 0 0 -9

2(OPE) -166 0 0 0 0 0 -6

3(SUS) -164 0 0 0 0 0 -6

4(EXP) -2 0 0 0 0 0 -0

MAX -246/L1 0/L1 0/L1 -9.70

12

Bi-linearX2; Bi-


1(HYD) -240 0 0 0 0 0 -9

2(OPE) -162 0 0 0 0 0 -6

3(SUS) -160 0 0 0 0 0 -6






4(EXP) -2 0 0 0 0 0 -0

MAX -240/L1 0/L1 0/L1 -9.47

13

Bi-linearX2; Bi-


1(HYD) -293 0 0 0 0 0 -9

2(OPE) -198 0 0 0 0 0 -6

3(SUS) -195 0 0 0 0 0 -6

4(EXP) -3 0 0 0 0 0 -0

MAX -293/L1 0/L1 0/L1 -9.25

14

Bi-linearX2; Bi-


1(HYD) -2131 -0 -0 0 0 0 -8

2(OPE) -1438 -0 -0 0 0 0 -6

3(SUS) -1418 -0 -0 0 0 0 -5

4(EXP) -20 0 -0 0 0 0 -0

MAX -2131/L1 -0/L1 -0/L1 -8.93

15

Bi-linearX2; Bi-


1(HYD) -1383 2 -0 0 0 0 -5

2(OPE) -932 2 -0 0 0 0 -3

3(SUS) -919 2 -0 0 0 0 -3

4(EXP) -13 0 -0 0 0 0 -0

MAX -1383/L1 2/L1 -0/L1 -5.79

16 Bi-linear






X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) -176 1 0 0 0 0 -5

2(OPE) -119 1 0 0 0 0 -3

3(SUS) -117 1 0 0 0 0 -3

4(EXP) -2 0 0 0 0 0 -0

MAX -176/L1 1/L1 0/L1 -5.56

17

Bi-linearX2; Bi-

linear Z2;

Bi-linear Y21(HYD) -137 -3 0 0 0 0 -5

2(OPE) -92 -3 0 0 0 0 -3

3(SUS) -91 -3 0 0 0 0 -3

4(EXP) -1 0 0 0 0 0 -0

MAX -137/L1 -3/L1 0/L1 -5.40

18

Bi-linearX2; Bi-


1(HYD) -133 -15 0 0 0 0 -5

2(OPE) -90 -15 0 0 0 0 -3

3(SUS) -88 -15 0 0 0 0 -3 4(EXP) -1 0 0 0 0 0 -0

MAX -133/L1 -15/L1 0/L1 -5.25

20

Bi-linearX2; Bi-

linear Z2;Bi-linear

Y2; Rigid






GUI

1(HYD) -65 -17 -0 0 0 0 -5

2(OPE) -44 -16 -0 0 0 0 -3

3(SUS) -43 -16 -0 0 0 0 -3

4(EXP) -1 0 -0 0 0 0 -0

MAX -65/L1 -17/L1 -0/L1 -5.10

40 Rigid +Y

1(HYD) -87 -289 -0 0 0 0 -4

2(OPE) -86 -288 -0 0 0 0 -3

3(SUS) -86 -288 -0 0 0 0 -3

4(EXP) 0 0 0 0 0 0 -0

MAX -87/L1 -289/L1 -0/L1 -4.76

60

Rigid GUI;Bi-linear

X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) -56 -17 -0 0 0 0 -4

2(OPE) -38 -16 -0 0 0 0 -2

3(SUS) -37 -16 -0 0 0 0 -2

4(EXP) -1 0 -0 0 0 0 -0

MAX -56/L1 -17/L1 -0/L1 -4.42

61

Bi-linearX2; Bi-


1(HYD) -108 -15 0 0 0 0 -4

2(OPE) -73 -15 0 0 0 0 -2

3(SUS) -72 -15 0 0 0 0 -2

4(EXP) -1 0 0 0 0 0 -0

MAX -108/L1 -15/L1 0/L1 -4.27






62

Bi-linearX2; Bi-


1(HYD) -105 -3 1 0 0 0 -4

2(OPE) -70 -3 1 0 0 0 -2

3(SUS) -69 -3 1 0 0 0 -2

4(EXP) -1 0 0 0 0 0 -0

MAX -105/L1 -3/L1 1/L1 -4.13

63

Bi-linear

X2; Bi-linear Z2;Bi-linear Y2

1(HYD) -126 1 2 0 0 0 -3

2(OPE) -85 1 2 0 0 0 -2

3(SUS) -84 1 2 0 0 0 -2

4(EXP) -1 0 0 0 0 0 -0

MAX -126/L1 1/L1 2/L1 -3.98

64

Bi-linearX2; Bi-


1(HYD) -656 2 -5 0 0 0 -3 2(OPE) -441 2 -3 0 0 0 -2

3(SUS) -435 2 -3 0 0 0 -2

4(EXP) -6 0 -0 0 0 0 -0

MAX -656/L1 2/L1 -5/L1 -3.77

65Bi-linear

X2; Bi-linear Z2;






Bi-linear Y2

1(HYD) -671 -0 7 0 0 0 -2

2(OPE) -451 -0 5 0 0 0 -1

3(SUS) -445 -0 5 0 0 0 -1

4(EXP) -6 0 0 0 0 0 -0

MAX -671/L1 -0/L1 7/L1 -2.16

66

Bi-linearX2; Bi-


1(HYD) -120 0 -216 0 0 0 -0

2(OPE) -80 0 -146 0 0 0 -0 3(SUS) -79 0 -144 0 0 0 -0

4(EXP) -1 0 -2 0 0 0 -0

MAX -120/L1 0/L1 -216/L1 -0.69

67

Bi-linearX2; Bi-


1(HYD) -16 -0 -483 0 0 0 -0

2(OPE) -11 -0 -326 0 0 0 -0

3(SUS) -11 -0 -322 0 0 0 -0

4(EXP) -0 -0 -4 0 0 0 -0

MAX -16/L1 -0/L1 -483/L1 -0.51

68

Bi-linearX2; Bi-


1(HYD) -10 -0 -123 0 0 0 -0

2(OPE) -7 -0 -82 0 0 0 -0

3(SUS) -7 -0 -81 0 0 0 -0






4(EXP) -0 -0 -1 0 0 0 -0

MAX -10/L1 -0/L1 -123/L1 -0.39

69

Bi-linearX2; Bi-


1(HYD) -7 -0 1616 0 0 0 -0

2(OPE) -5 -0 1093 0 0 0 -0

3(SUS) -5 -0 1078 0 0 0 -0

4(EXP) -0 0 15 0 0 0 -0

MAX -7/L1 -0/L1 1616/L1 -0.27

70

Bi-linearZ2; Bi-

linear X2;Bi-linear Y2

1(HYD) 1846 0 52 0 0 0 0

2(OPE) 1257 0 35 0 0 0 0

3(SUS) 1239 0 34 0 0 0 0

4(EXP) 18 0 0 0 0 0 0

MAX 1846/L1 0/L1 52/L1 0.51

71

Bi-linearX2; Bi-


1(HYD) -3 -0 5030 0 0 0 -0

2(OPE) -2 -0 3398 0 0 0 -0

3(SUS) -2 -0 3352 0 0 0 -0

4(EXP) -0 0 47 0 0 0 -0

MAX -3/L1 -0/L1 5030/L1 -0.16

72 Bi-linear






X2; Bi-linear X2;

Bi-linear Y2

1(HYD) 3583 0 3620 0 0 0 0

2(OPE) 2426 0 2450 0 0 0 0

3(SUS) 2393 0 2417 0 0 0 0

4(EXP) 33 0 33 0 0 0 0

MAX 3583/L1 0/L1 3620/L1 0.19

73

Bi-linearZ2; Bi-

linear X2;

Bi-linear Y21(HYD) 1240 0 58 0 0 0 0

2(OPE) 841 0 39 0 0 0 0

3(SUS) 829 0 39 0 0 0 0

4(EXP) 12 -0 1 0 0 0 0

MAX 1240/L1 0/L1 58/L1 0.29

74

Bi-linearZ2; Bi-


1(HYD) 373 -0 56 0 0 0 0

2(OPE) 251 -0 38 0 0 0 0

3(SUS) 248 -0 37 0 0 0 0 4(EXP) 3 -0 1 0 0 0 0

MAX 373/L1 -0/L1 56/L1 0.08

75

Bi-linearZ2; Bi-


1(HYD) 1 -0 68 0 0 0 0






2(OPE) -1 -0 46 0 0 0 -0

3(SUS) -1 -0 45 0 0 0 -0

4(EXP) -0 -0 1 0 0 0 -0

MAX -1/L2 -0/L1 68/L1 -0.00

76

Bi-linearZ2; Bi-


1(HYD) -147 -0 327 0 0 0 -0

2(OPE) -100 -0 220 0 0 0 -0

3(SUS) -98 -0 217 0 0 0 -0

4(EXP) -1 0 3 0 0 0 -0 MAX -147/L1 -0/L3 327/L1 -0.00

77

Bi-linearZ2; Bi-


1(HYD) 1 0 507 0 0 0 0

2(OPE) 1 0 342 0 0 0 0

3(SUS) 1 0 337 0 0 0 0

4(EXP) 0 -0 5 0 0 0 0

MAX 1/L1 0/L1 507/L1 0.00

78Bi-linear

Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) -0 -0 54 0 0 0 -0

2(OPE) -0 -0 36 0 0 0 -0

3(SUS) -0 -0 35 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -0/L1 -0/L3 54/L1 -0.00






80

Bi-linearZ2; Bi-

linear X2;Bi-linear

Y2; Bi-linear X2;Bi-linear

Z2; Bi-linear Y2;Bi-linear

X2; Bi-linear Z2;

Bi-linear Y21(HYD) -0 -14 -4661 0 0 0 -0

2(OPE) 4 -14 -3151 0 0 0 0

3(SUS) -1 -14 -3108 0 0 0 -0

4(EXP) 5 -0 -43 0 0 0 0

MAX 5/L4 -14/L1 -4661/L1 0.00

81

Bi-linearX2; Bi-


1(HYD) -0 -11 -2538 0 0 0 -0

2(OPE) 0 -11 -1712 0 0 0 0

3(SUS) -0 -11 -1688 0 0 0 -0

4(EXP) 0 0 -23 0 0 0 0

MAX 0/L4 -11/L1 -2538/L1 0.00

90

Bi-linearX2; Bi-


1(HYD) -0 -12 -767 0 0 0 -0






2(OPE) 0 -12 -513 0 0 0 0

3(SUS) -0 -12 -506 0 0 0 -0

4(EXP) 0 0 -7 0 0 0 0

MAX 0/L4 -12/L1 -767/L1 0.00

110 Rigid +Y

1(HYD) 1 -290 -87 0 0 0 0

2(OPE) -6 -288 -78 0 0 0 -0

3(SUS) 3 -288 -77 0 0 0 0

4(EXP) -9 0 -1 0 0 0 -0

MAX -9/L4 -290/L1 -87/L1 0.00

130

Bi-linearY2; RigidGUI; Bi-

linear X2;Bi-linear Z2

1(HYD) 0 -17 176 0 0 0 0

2(OPE) -0 -17 137 0 0 0 -0

3(SUS) 0 -17 135 0 0 0 0

4(EXP) -0 0 2 0 0 0 -0

MAX -0/L4 -17/L1 176/L1 -0.00

131

Bi-linearX2; Bi-


1(HYD) 0 -16 -20 0 0 0 0

2(OPE) -0 -16 -17 0 0 0 -0

3(SUS) 0 -16 -17 0 0 0 0

4(EXP) -0 0 -0 0 0 0 -0

MAX -0/L4 -16/L1 -20/L1 -0.00

132 Bi-linear






X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) 0 -4 -10 0 0 0 0

2(OPE) -0 -4 -9 0 0 0 -0

3(SUS) 0 -4 -9 0 0 0 0

4(EXP) -0 0 -0 0 0 0 -0

MAX -0/L4 -4/L1 -10/L1 -0.00

133

Bi-linearX2; Bi-

linear Z2;

Bi-linear Y21(HYD) 0 3 -38 0 0 0 0

2(OPE) -0 3 -26 0 0 0 -0

3(SUS) 0 3 -26 0 0 0 0

4(EXP) -0 0 -0 0 0 0 -0

MAX -0/L4 3/L1 -38/L1 -0.00

134

Bi-linearX2; Bi-


1(HYD) 0 0 49 0 0 0 0

2(OPE) -0 0 34 0 0 0 -0

3(SUS) 0 0 33 0 0 0 0 4(EXP) -0 0 0 0 0 0 -0

MAX 0/L1 0/L1 49/L1 0.00

140

Bi-linearZ2; Bi-

linear X2;Bi-linear

Y2; Bi-






linear X2;Bi-linear

Z2; Bi-linear Y2

1(HYD) 85 0 13911 0 0 0 0

2(OPE) 53 0 9401 0 0 0 0

3(SUS) 56 0 9274 0 0 0 0

4(EXP) -3 -0 128 0 0 0 -0

MAX 85/L1 0/L3 13911/L1 0.00

145

Bi-linearX2; Bi-

linear Z2;Bi-linearY2; Bi-

linear Z2;Bi-linear

X2; Bi-linear Y2

1(HYD) 77 0 1024 0 0 0 0

2(OPE) 52 0 693 0 0 0 0

3(SUS) 51 0 683 0 0 0 0

4(EXP) 1 0 11 0 0 0 0

MAX 77/L1 0/L1 1024/L1 0.02

146Bi-linearX2; Bi-


1(HYD) 6 -0 -0 0 0 0 0

2(OPE) 4 -0 -0 0 0 0 0

3(SUS) 4 -0 -0 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 6/L1 -0/L3 -0/L1 0.00






147

Bi-linearX2; Bi-


1(HYD) -16 0 -0 0 0 0 -0

2(OPE) -11 0 -0 0 0 0 -0

3(SUS) -11 0 -0 0 0 0 -0

4(EXP) -0 -0 0 0 0 0 -0

MAX -16/L1 0/L1 -0/L1 -0.01

148

Bi-linear


1(HYD) -67 -0 0 0 0 0 -0

2(OPE) -45 -0 0 0 0 0 -0

3(SUS) -45 -0 0 0 0 0 -0

4(EXP) -1 0 0 0 0 0 -0

MAX -67/L1 -0/L3 0/L1 -0.04

149

Bi-linearX2; Bi-


1(HYD) -220 0 -0 0 0 0 -0 2(OPE) -149 -0 -0 0 0 0 -0

3(SUS) -147 -0 -0 0 0 0 -0

4(EXP) -2 -0 -0 0 0 0 -0

MAX -220/L1 0/L1 -0/L1 -0.14

150Bi-linear

Z2; Bi-linear X2;






Bi-linear Y2

1(HYD) -5172 0 27 0 0 0 -1

2(OPE) -3498 0 18 0 0 0 -0

3(SUS) -3450 0 18 0 0 0 -0

4(EXP) -47 -0 0 0 0 0 -0

MAX -5172/L1 0/L1 27/L1 -1.44

151

Bi-linearX2; Bi-


1(HYD) -536 -0 0 0 0 0 -0

2(OPE) -363 -0 0 0 0 0 -0 3(SUS) -358 -0 0 0 0 0 -0

4(EXP) -5 0 0 0 0 0 -0

MAX -536/L1 -0/L3 0/L1 -0.46

152

Bi-linearX2; Bi-


1(HYD) -579 0 -0 0 0 0 -0

2(OPE) -392 -0 -0 0 0 0 -0

3(SUS) -387 -0 -0 0 0 0 -0

4(EXP) -5 -0 -0 0 0 0 -0

MAX -579/L1 0/L1 -0/L1 -0.88

153

Bi-linearX2; Bi-


1(HYD) -559 -0 4 0 0 0 -1

2(OPE) -378 -0 3 0 0 0 -0

3(SUS) -374 -0 3 0 0 0 -0






4(EXP) -5 0 0 0 0 0 -0

MAX -559/L1 -0/L3 4/L1 -1.37

154

Bi-linearX2; Bi-


1(HYD) -280 0 -241 0 0 0 -1

2(OPE) -189 0 -163 0 0 0 -1

3(SUS) -187 0 -160 0 0 0 -1

4(EXP) -2 -0 -2 0 0 0 -0

MAX -280/L1 0/L1 -241/L1 -1.74

155

Bi-linearX2; Bi-


1(HYD) -57 0 -267 0 0 0 -1

2(OPE) -39 0 -180 0 0 0 -1

3(SUS) -38 0 -177 0 0 0 -1

4(EXP) -0 -0 -3 0 0 0 -0

MAX -57/L1 0/L1 -267/L1 -1.79

156

Bi-linearX2; Bi-


1(HYD) -47 0 240 0 0 0 -1

2(OPE) -31 0 163 0 0 0 -1

3(SUS) -31 0 161 0 0 0 -1

4(EXP) -0 0 2 0 0 0 -0

MAX -47/L1 0/L1 240/L1 -1.83

157 Bi-linear






X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) -47 0 1920 0 0 0 -1

2(OPE) -32 0 1296 0 0 0 -1

3(SUS) -32 0 1278 0 0 0 -1

4(EXP) -0 0 18 0 0 0 -0

MAX -47/L1 0/L1 1920/L1 -1.87

158

Bi-linearX2; Bi-

linear Z2;

Bi-linear Y21(HYD) -42 -0 4312 0 0 0 -1

2(OPE) -28 -0 2907 0 0 0 -1

3(SUS) -28 -0 2864 0 0 0 -1

4(EXP) -0 0 42 0 0 0 -0

MAX -42/L1 -0/L1 4312/L1 -1.91

159

Bi-linearX2; Bi-


1(HYD) -5016 -0 5006 0 0 0 -1

2(OPE) -3387 -0 3380 0 0 0 -1

3(SUS) -3340 -0 3333 0 0 0 -1 4(EXP) -47 0 47 0 0 0 -0

MAX -5016/L1 -0/L1 5006/L1 -1.94

160

Bi-linearZ2; Bi-


1(HYD) 1 -17 12 0 0 0 0






2(OPE) 1 -16 8 0 0 0 0

3(SUS) 1 -16 8 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX 1/L1 -17/L1 12/L1 0.00

161

Bi-linearZ2; Bi-


1(HYD) -1993 1 30 0 0 0 -0

2(OPE) -1347 1 20 0 0 0 -0

3(SUS) -1328 1 20 0 0 0 -0

4(EXP) -19 -0 0 0 0 0 -0 MAX -1993/L1 1/L1 30/L1 -0.47

162

Bi-linearZ2; Bi-


1(HYD) -34 2 38 0 0 0 -0

2(OPE) -22 2 26 0 0 0 -0

3(SUS) -21 2 25 0 0 0 -0

4(EXP) -1 -0 0 0 0 0 -0

MAX -34/L1 2/L1 38/L1 -0.00

163Bi-linear

Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) 445 -4 35 0 0 0 0

2(OPE) 301 -4 24 0 0 0 0

3(SUS) 297 -4 23 0 0 0 0

4(EXP) 4 0 0 0 0 0 0

MAX 445/L1 -4/L1 35/L1 0.08






164

Bi-linearZ2; Bi-


1(HYD) 130 -15 25 0 0 0 0

2(OPE) 88 -15 17 0 0 0 0

3(SUS) 87 -15 17 0 0 0 0

4(EXP) 1 0 0 0 0 0 0

MAX 130/L1 -15/L1 25/L1 0.03

166

Bi-linear

Z2; Bi-linear X2;Bi-linear Y2

1(HYD) 35 0 -6 0 0 0 0

2(OPE) 24 0 -4 0 0 0 0

3(SUS) 23 0 -4 0 0 0 0

4(EXP) 0 -0 -0 0 0 0 0

MAX 35/L1 0/L3 -6/L1 0.00

167

Bi-linearZ2; Bi-


1(HYD) -345 0 -10 0 0 0 -0 2(OPE) -233 0 -7 0 0 0 -0

3(SUS) -230 0 -6 0 0 0 -0

4(EXP) -3 -0 -0 0 0 0 -0

MAX -345/L1 0/L3 -10/L1 -0.09

168Bi-linear

X2; Bi-linear X2;






Bi-linear Y2

1(HYD) 158 -3 -172 0 0 0 -0

2(OPE) 107 -3 -116 0 0 0 -0

3(SUS) 106 -3 -115 0 0 0 -0

4(EXP) 1 -0 -2 0 0 0 -0

MAX 158/L1 -3/L1 -172/L1 -0.32

180 Rigid +Y

1(HYD) -1 -289 87 0 0 0 -0

2(OPE) -1 -288 86 0 0 0 -0

3(SUS) -1 -288 86 0 0 0 -0

4(EXP) 0 0 0 0 0 0 -0

MAX -1/L3 -289/L1 87/L1 -0.00

200

Bi-linearX2; Bi-

linear Y2;Rigid GUI;

Bi-linear Z2

1(HYD) -77 -17 9 0 0 0 -0

2(OPE) -53 -16 6 0 0 0 -0

3(SUS) -52 -16 6 0 0 0 -0

4(EXP) -1 0 0 0 0 0 -0

MAX -77/L1 -17/L1 9/L1 -0.00

201

Bi-linearZ2; Bi-


1(HYD) -37 -15 17 0 0 0 -0

2(OPE) -25 -15 11 0 0 0 -0

3(SUS) -25 -15 11 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -37/L1 -15/L1 17/L1 -0.00






202

Bi-linearZ2; Bi-


1(HYD) -17 -3 16 0 0 0 -0

2(OPE) -11 -3 11 0 0 0 -0

3(SUS) -11 -3 11 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -17/L1 -3/L1 16/L1 -0.00

203

Bi-linear


1(HYD) 324 2 23 0 0 0 0

2(OPE) 222 1 15 0 0 0 0

3(SUS) 219 1 15 0 0 0 0

4(EXP) 3 0 0 0 0 0 0

MAX 324/L1 2/L1 23/L1 0.05

210

Bi-linearZ2; Bi-

linear X2;Bi-linear


Z2; Bi-linear Y2

1(HYD) 3069 3 1054 0 0 0 0

2(OPE) 2074 3 698 0 0 0 0

3(SUS) 2046 3 688 0 0 0 0

4(EXP) 28 0 9 0 0 0 0






MAX 3069/L1 3/L1 1054/L1 0.35

211

Bi-linearZ2; Bi-


1(HYD) 723 2 18 0 0 0 0

2(OPE) 486 2 12 0 0 0 0

3(SUS) 480 2 12 0 0 0 0

4(EXP) 7 0 0 0 0 0 0

MAX 723/L1 2/L1 18/L1 0.11

212Bi-linearZ2; Bi-


1(HYD) 44 -3 12 0 0 0 0

2(OPE) 29 -3 8 0 0 0 0

3(SUS) 29 -3 8 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX 44/L1 -3/L1 12/L1 0.01

213

Bi-linearZ2; Bi-

linear X2;

Bi-linear Y21(HYD) -82 -15 11 0 0 0 -0

2(OPE) -55 -15 7 0 0 0 -0

3(SUS) -54 -15 7 0 0 0 -0

4(EXP) -1 0 0 0 0 0 -0

MAX -82/L1 -15/L1 11/L1 -0.02

214Bi-linear

X2; Bi-







1(HYD) 5 0 1023 0 0 0 0

2(OPE) 3 0 678 0 0 0 0

3(SUS) 3 0 668 0 0 0 0

4(EXP) 0 -0 9 0 0 0 0

MAX 5/L1 0/L1 1023/L1 0.18

215

Bi-linearX2; Bi-


1(HYD) 0 0 251 0 0 0 0 2(OPE) 0 0 166 0 0 0 0

3(SUS) 0 0 164 0 0 0 0

4(EXP) 0 -0 2 0 0 0 0

MAX 0/L1 0/L1 251/L1 0.01

216

Bi-linearX2; Bi-


1(HYD) -5 -0 -45 0 0 0 -0

2(OPE) -3 -0 -29 0 0 0 -0

3(SUS) -3 -0 -29 0 0 0 -0

4(EXP) -0 -0 -0 0 0 0 -0 MAX -5/L1 -0/L1 -45/L1 -0.14

217

Bi-linearX2; Bi-


1(HYD) -64 -0 -124 0 0 0 -0

2(OPE) -43 -0 -82 0 0 0 -0






3(SUS) -43 -0 -81 0 0 0 -0

4(EXP) -1 0 -1 0 0 0 -0

MAX -64/L1 -0/L1 -124/L1 -0.39

218

Bi-linearX2; Bi-


1(HYD) -686 -0 1 0 0 0 -2

2(OPE) -463 -0 1 0 0 0 -1

3(SUS) -457 -0 1 0 0 0 -1

4(EXP) -6 0 0 0 0 0 -0

MAX -686/L1 -0/L3 1/L1 -2.27

220

Bi-linearZ2; Bi-


1(HYD) -49 -17 6 0 0 0 -0

2(OPE) -33 -16 4 0 0 0 -0

3(SUS) -33 -16 4 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -49/L1 -17/L1 6/L1 -0.02

221

Bi-linear

X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) -1366 0 -0 0 0 0 -4

2(OPE) -923 0 -0 0 0 0 -3

3(SUS) -911 0 -0 0 0 0 -3

4(EXP) -13 -0 -0 0 0 0 -0

MAX -1366/L1 0/L1 -0/L1 -4.53






222

Bi-linearX2; Bi-


1(HYD) -1090 2 0 0 0 0 -6

2(OPE) -737 2 0 0 0 0 -4

3(SUS) -727 2 0 0 0 0 -4

4(EXP) -10 0 0 0 0 0 -0

MAX -1090/L1 2/L1 0/L1 -6.78

223

Bi-linearX2; Bi-


1(HYD) -225 -2 -0 0 0 0 -7

2(OPE) -152 -2 -0 0 0 0 -4

3(SUS) -150 -2 -0 0 0 0 -4

4(EXP) -2 0 -0 0 0 0 -0

MAX -225/L1 -2/L1 -0/L1 -7.11

224

Bi-linearX2; Bi-


1(HYD) -186 -8 -0 0 0 0 -7

2(OPE) -126 -8 -0 0 0 0 -4 3(SUS) -124 -8 -0 0 0 0 -4

4(EXP) -2 0 -0 0 0 0 -0

MAX -186/L1 -8/L1 -0/L1 -7.33

225

Bi-linearX2; Bi-







1(HYD) -192 -18 -0 0 0 0 -7

2(OPE) -130 -18 -0 0 0 0 -5

3(SUS) -128 -18 -0 0 0 0 -5

4(EXP) -2 0 -0 0 0 0 -0

MAX -192/L1 -18/L1 -0/L1 -7.56

240 Rigid +Y

1(HYD) -3 -289 87 0 0 0 -0

2(OPE) -3 -288 86 0 0 0 -0

3(SUS) -3 -288 86 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -3/L2 -289/L1 87/L1 -0.01

260


linear Z2;Bi-linear X2

1(HYD) -9 -17 5 0 0 0 -0

2(OPE) -5 -16 3 0 0 0 -0

3(SUS) -5 -16 3 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -9/L1 -17/L1 5/L1 -0.00

261

Bi-linear

Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) 3 -15 10 0 0 0 0

2(OPE) 2 -15 6 0 0 0 0

3(SUS) 2 -15 6 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX 3/L1 -15/L1 10/L1 0.00






262

Bi-linearZ2; Bi-


1(HYD) 2 -3 10 0 0 0 0

2(OPE) 1 -3 6 0 0 0 0

3(SUS) 1 -3 6 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX 2/L1 -3/L1 10/L1 0.00

263

Bi-linearZ2; Bi-


1(HYD) 1 1 12 0 0 0 0

2(OPE) 1 1 8 0 0 0 0

3(SUS) 1 1 8 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX 1/L1 1/L1 12/L1 0.00

264

Bi-linearZ2; Bi-


1(HYD) -0 2 58 0 0 0 -0

2(OPE) -0 2 38 0 0 0 -0 3(SUS) -0 2 37 0 0 0 -0

4(EXP) -0 -0 0 0 0 0 -0

MAX -0/L1 2/L1 58/L1 -0.00

265

Bi-linearZ2; Bi-







1(HYD) -0 -0 113 0 0 0 -0

2(OPE) -0 -0 74 0 0 0 -0

3(SUS) -0 -0 73 0 0 0 -0

4(EXP) -0 0 1 0 0 0 -0

MAX -0/L1 -0/L3 113/L1 -0.00

266

Bi-linearZ2; Bi-


1(HYD) 0 -0 110 0 0 0 0

2(OPE) 0 -0 71 0 0 0 0

3(SUS) 0 -0 71 0 0 0 0 4(EXP) 0 -0 0 0 0 0 0

MAX 0/L1 -0/L1 110/L1 0.00

267

Bi-linearZ2; Bi-


1(HYD) -0 0 60 0 0 0 -0

2(OPE) -0 0 38 0 0 0 -0

3(SUS) -0 0 38 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -0/L1 0/L1 60/L1 -0.00

268

Bi-linearZ2; Bi-


1(HYD) 1 -0 -72 0 0 0 0

2(OPE) 1 -0 -50 0 0 0 0

3(SUS) 1 -0 -49 0 0 0 0

4(EXP) 0 -0 -1 0 0 0 0






MAX 1/L1 -0/L1 -72/L1 0.00

270

Bi-linearZ2; Bi-

linear X2;Bi-linear


Z2; Bi-linear Y2

1(HYD) 36 2 -676 0 0 0 0

2(OPE) 24 2 -458 0 0 0 0

3(SUS) 24 2 -451 0 0 0 0

4(EXP) 0 0 -6 0 0 0 0

MAX 36/L1 2/L1 -676/L1 0.00

271

Bi-linearZ2; Bi-


1(HYD) -13 -3 -156 0 0 0 -0

2(OPE) -9 -2 -106 0 0 0 -0

3(SUS) -9 -2 -104 0 0 0 -0

4(EXP) -0 -0 -1 0 0 0 -0

MAX -13/L1 -3/L1 -156/L1 -0.00

272

Bi-linearZ2; Bi-


1(HYD) 10 179 -138 0 0 0 0

2(OPE) 7 121 -93 0 0 0 0

3(SUS) 7 119 -92 0 0 0 0






4(EXP) 0 2 -1 0 0 0 0

MAX 10/L1 179/L1 -138/L1 0.00

273

Bi-linearZ2; Bi-


1(HYD) -5 181 -26 0 0 0 -0

2(OPE) -3 123 -17 0 0 0 -0

3(SUS) -3 121 -17 0 0 0 -0

4(EXP) -0 2 -0 0 0 0 -0

MAX -5/L1 181/L1 -26/L1 -0.00

274

Bi-linearZ2; Bi-


1(HYD) -2 -203 -21 0 0 0 -0

2(OPE) -1 -137 -14 0 0 0 -0

3(SUS) -1 -135 -14 0 0 0 -0

4(EXP) -0 -2 -0 0 0 0 -0

MAX -2/L1 -203/L1 -21/L1 -0.00

275

Bi-linearX2; Bi-

linear X2;Bi-linear X2

1(HYD) 0 -2255 -2255 0 0 0 0

2(OPE) 0 -1524 -1524 0 0 0 0

3(SUS) 0 -1503 -1503 0 0 0 0

4(EXP) 0 -21 -21 0 0 0 0

MAX 0/L1 -2255/L1 -2255/L1 0.00

276 Bi-linear






Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) -0 2584 12 0 0 0 -0

2(OPE) -0 1746 8 0 0 0 -0

3(SUS) -0 1723 8 0 0 0 -0

4(EXP) -0 24 0 0 0 0 -0

MAX -0/L1 2584/L1 12/L1 -0.00

277

Bi-linearZ2; Bi-

linear X2;

Bi-linear Y21(HYD) -0 -1439 -22 0 0 0 -0

2(OPE) -0 -972 -15 0 0 0 -0

3(SUS) -0 -959 -15 0 0 0 -0

4(EXP) -0 -13 -0 0 0 0 -0

MAX -0/L1 -1439/L1 -22/L1 -0.00

278

Bi-linearX2; Bi-


1(HYD) 0 -1297 -1298 0 0 0 0

2(OPE) -0 -877 -877 0 0 0 -0

3(SUS) -0 -865 -865 0 0 0 -0 4(EXP) 0 -12 -12 0 0 0 0

MAX -0/L3 -1297/L1 -1298/L1 -0.00

279

Bi-linearX2; Bi-


1(HYD) -0 -288 -290 0 0 0 -0






2(OPE) -0 -195 -196 0 0 0 -0

3(SUS) -0 -192 -194 0 0 0 -0

4(EXP) -0 -3 -3 0 0 0 -0

MAX -0/L1 -288/L1 -290/L1 -0.00

280

Bi-linearZ2; Bi-

linear X2;Bi-linear



X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) -493 -0 -12702 0 0 0 -0

2(OPE) -316 -0 -8584 0 0 0 -0

3(SUS) -310 -0 -8468 0 0 0 -0

4(EXP) -5 -0 -116 0 0 0 -0

MAX -493/L1 -0/L1 -12702/L1 -0.00

281

Bi-linearZ2; Bi-


1(HYD) 0 -2474 -15 0 0 0 0

2(OPE) 0 -1672 -10 0 0 0 0

3(SUS) 0 -1650 -10 0 0 0 0

4(EXP) 0 -23 -0 0 0 0 0

MAX 0/L1 -2474/L1 -15/L1 0.00

282 Bi-linear






X2; Bi-linear X2;

Bi-linear X2

1(HYD) 0 -1692 -706 0 0 0 0

2(OPE) 0 -1144 -477 0 0 0 0

3(SUS) 0 -1128 -470 0 0 0 0

4(EXP) 0 -16 -6 0 0 0 0

MAX 0/L1 -1692/L1 -706/L1 0.00

283

Bi-linearX2; Bi-

linear X2;

Bi-linear X21(HYD) -0 309 306 0 0 0 -0

2(OPE) -0 209 207 0 0 0 -0

3(SUS) -0 206 204 0 0 0 -0

4(EXP) -0 3 3 0 0 0 -0

MAX -0/L1 309/L1 306/L1 -0.00

284

Bi-linearX2; Bi-


1(HYD) 0 1269 1264 0 0 0 0

2(OPE) 0 858 855 0 0 0 0

3(SUS) 0 846 843 0 0 0 0 4(EXP) -0 12 12 0 0 0 -0

MAX 0/L3 1269/L1 1264/L1 0.00

285

Bi-linearX2; Bi-


1(HYD) -0 2158 2154 0 0 0 -0






2(OPE) -0 1458 1456 0 0 0 -0

3(SUS) -0 1438 1436 0 0 0 -0

4(EXP) -0 20 20 0 0 0 -0

MAX -0/L1 2158/L1 2154/L1 -0.00

286

Bi-linearX2; Bi-


1(HYD) -0 1684 700 0 0 0 -0

2(OPE) -0 1138 473 0 0 0 -0

3(SUS) -0 1122 467 0 0 0 -0

4(EXP) -0 15 6 0 0 0 -0 MAX -0/L1 1684/L1 700/L1 -0.00

287

Bi-linearZ2; Bi-


1(HYD) 0 1473 18 0 0 0 0

2(OPE) 0 995 12 0 0 0 0

3(SUS) 0 982 12 0 0 0 0

4(EXP) -0 14 0 0 0 0 -0

MAX 0/L3 1473/L1 18/L1 0.00

288Bi-linear

Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) -0 193 17 0 0 0 -0

2(OPE) -0 130 11 0 0 0 -0

3(SUS) -0 129 11 0 0 0 -0

4(EXP) -0 2 0 0 0 0 -0

MAX -0/L1 193/L1 17/L1 -0.00






289

Bi-linearZ2; Bi-


1(HYD) -0 -198 20 0 0 0 -0

2(OPE) -0 -134 14 0 0 0 -0

3(SUS) -0 -132 13 0 0 0 -0

4(EXP) -0 -2 0 0 0 0 -0

MAX -0/L1 -198/L1 20/L1 -0.00

290

Bi-linear


1(HYD) -2 -17 -0 0 0 0 -0

2(OPE) -1 -16 -0 0 0 0 -0

3(SUS) -1 -16 -0 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -2/L1 -17/L1 -0/L1 -0.15

291

Bi-linearZ2; Bi-


1(HYD) 0 -184 96 0 0 0 0 2(OPE) 0 -125 65 0 0 0 0

3(SUS) 0 -123 64 0 0 0 0

4(EXP) 0 -2 1 0 0 0 0

MAX 0/L1 -184/L1 96/L1 0.00

292Bi-linear

Z2; Bi-linear X2;






Bi-linear Y2

1(HYD) -0 3 145 0 0 0 -0

2(OPE) -0 2 98 0 0 0 -0

3(SUS) -0 2 97 0 0 0 -0

4(EXP) -0 0 1 0 0 0 -0

MAX -0/L1 3/L1 145/L1 -0.00

294

Bi-linearX2; Bi-


1(HYD) -21 2 -18 0 0 0 -0

2(OPE) -13 2 -12 0 0 0 -0 3(SUS) -13 2 -12 0 0 0 -0

4(EXP) -0 -0 -0 0 0 0 -0

MAX -21/L1 2/L1 -18/L1 -0.11

295

Bi-linearX2; Bi-


1(HYD) -4 1 10 0 0 0 -0

2(OPE) -3 1 7 0 0 0 -0

3(SUS) -3 1 7 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -4/L1 1/L1 10/L1 -0.12

296

Bi-linearX2; Bi-


1(HYD) -4 -3 4 0 0 0 -0

2(OPE) -2 -3 3 0 0 0 -0

3(SUS) -2 -3 3 0 0 0 -0






4(EXP) -0 0 0 0 0 0 -0

MAX -4/L1 -3/L1 4/L1 -0.13

297

Bi-linearX2; Bi-


1(HYD) -4 -15 1 0 0 0 -0

2(OPE) -2 -15 0 0 0 0 -0

3(SUS) -2 -15 0 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -4/L1 -15/L1 1/L1 -0.14

301

Bi-linearX2; Bi-


1(HYD) -6 -8 -394 0 0 0 -0

2(OPE) -4 -8 -266 0 0 0 -0

3(SUS) -4 -8 -263 0 0 0 -0

4(EXP) -0 -0 -4 0 0 0 -0

MAX -6/L1 -8/L1 -394/L1 -0.23

302

Bi-linearX2; Bi-


1(HYD) -12 -19 -16 0 0 0 -0

2(OPE) -8 -19 -11 0 0 0 -0

3(SUS) -8 -19 -11 0 0 0 -0

4(EXP) -0 -0 -0 0 0 0 -0

MAX -12/L1 -19/L1 -16/L1 -0.46

310 Rigid +Y






1(HYD) -87 -289 -0 0 0 0 -0

2(OPE) -86 -288 -0 0 0 0 -0

3(SUS) -86 -288 -0 0 0 0 -0

4(EXP) 0 0 0 0 0 0 -0

MAX -87/L1 -289/L1 -0/L1 -0.17

330



1(HYD) -3 -17 -0 0 0 0 -0

2(OPE) -2 -16 -0 0 0 0 -0 3(SUS) -2 -16 -0 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -3/L1 -17/L1 -0/L1 -0.19

331

Bi-linearX2; Bi-


1(HYD) -5 -15 0 0 0 0 -0

2(OPE) -3 -15 0 0 0 0 -0

3(SUS) -3 -15 0 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -5/L1 -15/L1 0/L1 -0.21

332

Bi-linearX2; Bi-


1(HYD) -6 -3 0 0 0 0 -0

2(OPE) -4 -3 0 0 0 0 -0

3(SUS) -4 -3 0 0 0 0 -0






4(EXP) -0 0 0 0 0 0 -0

MAX -6/L1 -3/L1 0/L1 -0.22

333

Bi-linearX2; Bi-


1(HYD) -7 1 0 0 0 0 -0

2(OPE) -5 1 0 0 0 0 -0

3(SUS) -5 1 0 0 0 0 -0

4(EXP) -0 -0 0 0 0 0 -0

MAX -7/L1 1/L1 0/L1 -0.23

334

Bi-linearX2; Bi-


1(HYD) -40 2 -0 0 0 0 -0

2(OPE) -26 2 -0 0 0 0 -0

3(SUS) -26 2 -0 0 0 0 -0

4(EXP) -1 0 -0 0 0 0 -0

MAX -40/L1 2/L1 -0/L1 -0.24

335

Bi-linearX2; Bi-


1(HYD) -162 -0 0 0 0 0 -0

2(OPE) -108 -0 0 0 0 0 -0

3(SUS) -106 -0 0 0 0 0 -0

4(EXP) -2 -0 0 0 0 0 -0

MAX -162/L1 -0/L1 0/L1 -0.37

336 Bi-linear






X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) -407 0 -1 0 0 0 -0

2(OPE) -274 0 -0 0 0 0 -0

3(SUS) -270 0 -0 0 0 0 -0

4(EXP) -4 0 -0 0 0 0 -0

MAX -407/L1 0/L1 -1/L1 -0.69

337

Bi-linearX2; Bi-

linear Z2;

Bi-linear Y21(HYD) -509 -0 5 0 0 0 -1

2(OPE) -344 -0 3 0 0 0 -0

3(SUS) -339 -0 3 0 0 0 -0

4(EXP) -5 -0 0 0 0 0 -0

MAX -509/L1 -0/L2 5/L1 -1.17

338

Bi-linearX2; Bi-


1(HYD) -241 0 -265 0 0 0 -1

2(OPE) -163 0 -179 0 0 0 -1

3(SUS) -160 0 -176 0 0 0 -0 4(EXP) -2 0 -2 0 0 0 -0

MAX -241/L1 0/L1 -265/L1 -1.50

339

Bi-linearX2; Bi-


1(HYD) -49 0 -353 0 0 0 -1






2(OPE) -33 0 -239 0 0 0 -1

3(SUS) -33 0 -236 0 0 0 -1

4(EXP) -0 0 -3 0 0 0 -0

MAX -49/L1 0/L1 -353/L1 -1.54

340

Bi-linearZ2; Bi-


1(HYD) -4989 0 37 0 0 0 -1

2(OPE) -3371 0 25 0 0 0 -0

3(SUS) -3325 0 24 0 0 0 -0

4(EXP) -47 0 0 0 0 0 -0 MAX -4989/L1 0/L1 37/L1 -1.39

341

Bi-linearX2; Bi-


1(HYD) -40 0 180 0 0 0 -1

2(OPE) -27 0 122 0 0 0 -1

3(SUS) -27 0 120 0 0 0 -1

4(EXP) -0 0 2 0 0 0 -0

MAX -40/L1 0/L1 180/L1 -1.58

342Bi-linear

X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) -41 -0 2082 0 0 0 -1

2(OPE) -28 -0 1407 0 0 0 -1

3(SUS) -27 -0 1388 0 0 0 -1

4(EXP) -0 -0 19 0 0 0 -0

MAX -41/L1 -0/L1 2082/L1 -1.61






343

Bi-linearX2; Bi-


1(HYD) -36 -0 5019 0 0 0 -1

2(OPE) -24 -0 3393 0 0 0 -1

3(SUS) -24 -0 3346 0 0 0 -1

4(EXP) -0 -0 46 0 0 0 -0

MAX -36/L1 -0/L1 5019/L1 -1.65

344

Bi-linear

X2; Bi-linear X2;Bi-linear Y2

1(HYD) -5292 -0 5292 0 0 0 -1

2(OPE) -3576 -0 3576 0 0 0 -1

3(SUS) -3527 -0 3527 0 0 0 -1

4(EXP) -49 -0 49 0 0 0 -0

MAX -5292/L1 -0/L1 5292/L1 -1.75

345

Bi-linearZ2; Bi-


1(HYD) -2078 0 42 0 0 0 -0 2(OPE) -1404 0 28 0 0 0 -0

3(SUS) -1385 0 28 0 0 0 -0

4(EXP) -19 0 0 0 0 0 -0

MAX -2078/L1 0/L1 42/L1 -0.49

346Bi-linear

Z2; Bi-linear X2;






Bi-linear Y2

1(HYD) -185 0 41 0 0 0 -0

2(OPE) -125 0 28 0 0 0 -0

3(SUS) -123 0 27 0 0 0 -0

4(EXP) -2 0 0 0 0 0 -0

MAX -185/L1 0/L1 41/L1 -0.04

347

Bi-linearZ2; Bi-


1(HYD) 349 0 50 0 0 0 0

2(OPE) 236 0 34 0 0 0 0 3(SUS) 232 0 33 0 0 0 0

4(EXP) 3 0 0 0 0 0 0

MAX 349/L1 0/L1 50/L1 0.06

348

Bi-linearZ2; Bi-


1(HYD) 264 -0 245 0 0 0 0

2(OPE) 178 -0 166 0 0 0 0

3(SUS) 176 -0 163 0 0 0 0

4(EXP) 2 -0 2 0 0 0 0

MAX 264/L1 -0/L1 245/L1 0.01

349

Bi-linearZ2; Bi-


1(HYD) -5 -0 490 0 0 0 -0

2(OPE) -3 -0 331 0 0 0 -0

3(SUS) -3 -0 327 0 0 0 -0






4(EXP) -0 -0 4 0 0 0 -0

MAX -5/L1 -0/L2 490/L1 -0.00

350

Bi-linearZ2; Bi-

linear X2;Bi-linear


Z2; Bi-linear Y2

1(HYD) -1010 0 -215 0 0 0 -0

2(OPE) -684 0 -145 0 0 0 -0

3(SUS) -674 0 -143 0 0 0 -0

4(EXP) -10 -0 -2 0 0 0 -0

MAX -1010/L1 0/L3 -215/L1 -0.00

351

Bi-linearZ2; Bi-


1(HYD) 1 -0 507 0 0 0 0

2(OPE) 0 -0 342 0 0 0 0

3(SUS) 0 -0 338 0 0 0 0

4(EXP) 0 0 4 0 0 0 0 MAX 1/L1 -0/L3 507/L1 0.00

352

Bi-linearZ2; Bi-


1(HYD) -0 0 469 0 0 0 -0

2(OPE) -0 0 317 0 0 0 -0






3(SUS) -0 0 313 0 0 0 -0

4(EXP) -0 -0 4 0 0 0 -0

MAX -0/L1 0/L1 469/L1 -0.00

353

Bi-linearZ2; Bi-


1(HYD) -0 -0 190 0 0 0 -0

2(OPE) -0 -0 128 0 0 0 -0

3(SUS) -0 -0 127 0 0 0 -0

4(EXP) -0 0 2 0 0 0 -0

MAX -0/L1 -0/L3 190/L1 -0.00

354

Bi-linearZ2; Bi-


1(HYD) 0 0 47 0 0 0 0

2(OPE) 0 0 32 0 0 0 0

3(SUS) 0 0 31 0 0 0 0

4(EXP) 0 -0 0 0 0 0 0

MAX 0/L1 0/L1 47/L1 0.00

355

Bi-linear

Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) -0 -0 -12 0 0 0 -0

2(OPE) -0 -0 -8 0 0 0 -0

3(SUS) -0 -0 -8 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -0/L1 -0/L2 -12/L1 -0.00






356

Bi-linearZ2; Bi-


1(HYD) 0 0 -199 0 0 0 0

2(OPE) 0 0 -135 0 0 0 0

3(SUS) 0 0 -133 0 0 0 0

4(EXP) 0 0 -2 0 0 0 0

MAX 0/L1 0/L1 -199/L1 0.00

357

Bi-linearZ2; Bi-


1(HYD) -0 -0 -429 0 0 0 -0

2(OPE) -0 -0 -290 0 0 0 -0

3(SUS) -0 -0 -286 0 0 0 -0

4(EXP) -0 -0 -4 0 0 0 -0

MAX -0/L1 -0/L2 -429/L1 -0.00

358

Bi-linearZ2; Bi-


1(HYD) 1 0 -508 0 0 0 0

2(OPE) 0 0 -343 0 0 0 0 3(SUS) 0 0 -338 0 0 0 0

4(EXP) 0 0 -4 0 0 0 0

MAX 1/L1 0/L1 -508/L1 0.00

359

Bi-linearZ2; Bi-







1(HYD) -5 -0 -488 0 0 0 -0

2(OPE) -3 -0 -330 0 0 0 -0

3(SUS) -3 -0 -326 0 0 0 -0

4(EXP) -0 0 -4 0 0 0 -0

MAX -5/L1 -0/L3 -488/L1 -0.00

360

Bi-linearX2; Bi-


1(HYD) -36 -0 -5017 0 0 0 -1

2(OPE) -25 -0 -3391 0 0 0 -1

3(SUS) -24 -0 -3344 0 0 0 -1 4(EXP) -0 0 -47 0 0 0 -0

MAX -36/L1 -0/L3 -5017/L1 -1.66

361

Bi-linearZ2; Bi-


1(HYD) 265 0 -244 0 0 0 0

2(OPE) 179 0 -165 0 0 0 0

3(SUS) 177 0 -163 0 0 0 0

4(EXP) 2 0 -2 0 0 0 0

MAX 265/L1 0/L1 -244/L1 0.01

362

Bi-linearZ2; Bi-


1(HYD) 352 -0 -50 0 0 0 0

2(OPE) 238 -0 -34 0 0 0 0

3(SUS) 234 -0 -33 0 0 0 0

4(EXP) 3 -0 -0 0 0 0 0






MAX 352/L1 -0/L1 -50/L1 0.06

363

Bi-linearZ2; Bi-


1(HYD) -183 -0 -41 0 0 0 -0

2(OPE) -124 -0 -27 0 0 0 -0

3(SUS) -122 -0 -27 0 0 0 -0

4(EXP) -2 -0 -0 0 0 0 -0

MAX -183/L1 -0/L1 -41/L1 -0.04

364Bi-linearZ2; Bi-


1(HYD) -2084 0 -41 0 0 0 -0

2(OPE) -1409 0 -28 0 0 0 -0

3(SUS) -1389 0 -28 0 0 0 -0

4(EXP) -19 -0 -0 0 0 0 -0

MAX -2084/L1 0/L3 -41/L1 -0.49

365

Bi-linearZ2; Bi-

linear X2;

Bi-linear Y21(HYD) -5013 -0 -36 0 0 0 -1

2(OPE) -3388 -0 -25 0 0 0 -0

3(SUS) -3342 -0 -24 0 0 0 -0

4(EXP) -47 -0 -0 0 0 0 -0

MAX -5013/L1 -0/L1 -36/L1 -1.39

366Bi-linear

X2; Bi-







1(HYD) -5303 -0 -5304 0 0 0 -1

2(OPE) -3584 -0 -3584 0 0 0 -1

3(SUS) -3536 -0 -3536 0 0 0 -1

4(EXP) -49 0 -49 0 0 0 -0

MAX -5303/L1 -0/L3 -5304/L1 -1.76

367

Bi-linearX2; Bi-


1(HYD) -41 0 -2085 0 0 0 -1 2(OPE) -28 0 -1409 0 0 0 -1

3(SUS) -28 0 -1390 0 0 0 -1

4(EXP) -0 0 -19 0 0 0 -0

MAX -41/L1 0/L1 -2085/L1 -1.63

368

Bi-linearX2; Bi-


1(HYD) -41 0 -182 0 0 0 -1

2(OPE) -27 0 -123 0 0 0 -1

3(SUS) -27 0 -122 0 0 0 -1

4(EXP) -0 -0 -2 0 0 0 -0 MAX -41/L1 0/L1 -182/L1 -1.59

369

Bi-linearX2; Bi-


1(HYD) -50 0 352 0 0 0 -1

2(OPE) -33 0 238 0 0 0 -1






3(SUS) -33 0 235 0 0 0 -1

4(EXP) -0 -0 3 0 0 0 -0

MAX -50/L1 0/L1 352/L1 -1.56

370

Bi-linearX2; Bi-

linear Z2;Bi-linear

Y2; Bi-linear Z2;Bi-linear

X2; Bi-linear Y2

1(HYD) 148 0 -1019 0 0 0 0

2(OPE) 100 0 -690 0 0 0 0

3(SUS) 99 0 -679 0 0 0 0

4(EXP) 1 0 -10 0 0 0 0

MAX 148/L1 0/L1 -1019/L1 0.04

371

Bi-linearX2; Bi-


1(HYD) -244 -0 265 0 0 0 -1

2(OPE) -165 -0 179 0 0 0 -1

3(SUS) -162 -0 177 0 0 0 -1 4(EXP) -2 -0 2 0 0 0 -0

MAX -244/L1 -0/L2 265/L1 -1.51

372

Bi-linearX2; Bi-


1(HYD) -487 0 -5 0 0 0 -1






2(OPE) -329 0 -3 0 0 0 -0

3(SUS) -325 0 -3 0 0 0 -0

4(EXP) -4 0 -0 0 0 0 -0

MAX -487/L1 0/L1 -5/L1 -1.19

373

Bi-linearX2; Bi-


1(HYD) -504 -0 1 0 0 0 -0

2(OPE) -340 -0 0 0 0 0 -0

3(SUS) -336 -0 0 0 0 0 -0

4(EXP) -4 0 0 0 0 0 -0 MAX -504/L1 -0/L3 1/L1 -0.77

374

Bi-linearX2; Bi-


1(HYD) -466 0 -0 0 0 0 -0

2(OPE) -315 0 -0 0 0 0 -0

3(SUS) -311 0 -0 0 0 0 -0

4(EXP) -4 -0 -0 0 0 0 -0

MAX -466/L1 0/L1 -0/L1 -0.40

375Bi-linear

X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) -189 -0 0 0 0 0 -0

2(OPE) -128 -0 0 0 0 0 -0

3(SUS) -126 -0 0 0 0 0 -0

4(EXP) -2 0 0 0 0 0 -0

MAX -189/L1 -0/L3 0/L1 -0.12






376

Bi-linearX2; Bi-


1(HYD) -42 0 0 0 0 0 -0

2(OPE) -29 0 0 0 0 0 -0

3(SUS) -28 0 0 0 0 0 -0

4(EXP) -0 -0 0 0 0 0 -0

MAX -42/L1 0/L1 0/L1 -0.03

377

Bi-linear


1(HYD) 3 -0 -0 0 0 0 0

2(OPE) 2 -0 -0 0 0 0 0

3(SUS) 2 -0 -0 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 3/L1 -0/L3 -0/L1 0.00

378

Bi-linearX2; Bi-


1(HYD) 98 0 0 0 0 0 0 2(OPE) 66 0 0 0 0 0 0

3(SUS) 65 0 0 0 0 0 0

4(EXP) 1 -0 0 0 0 0 0

MAX 98/L1 0/L1 0/L1 0.05

379Bi-linear

X2; Bi-linear Z2;






Bi-linear Y2

1(HYD) 263 -0 -0 0 0 0 0

2(OPE) 178 -0 -0 0 0 0 0

3(SUS) 175 -0 -0 0 0 0 0

4(EXP) 2 0 -0 0 0 0 0

MAX 263/L1 -0/L3 -0/L1 0.17

380

Bi-linearZ2; Bi-


1(HYD) 5245 -10 -18 0 0 0 1

2(OPE) 3545 -7 -12 0 0 0 0 3(SUS) 3497 -7 -12 0 0 0 0

4(EXP) 48 -0 -0 0 0 0 0

MAX 5245/L1 -10/L1 -18/L1 1.46

381

Bi-linearX2; Bi-


1(HYD) 632 0 -0 0 0 0 0

2(OPE) 427 0 -0 0 0 0 0

3(SUS) 421 0 -0 0 0 0 0

4(EXP) 6 -0 -0 0 0 0 0

MAX 632/L1 0/L1 -0/L1 0.54

382

Bi-linearX2; Bi-


1(HYD) 681 -0 0 0 0 0 1

2(OPE) 461 -0 0 0 0 0 0

3(SUS) 454 -0 0 0 0 0 0






4(EXP) 6 0 0 0 0 0 0

MAX 681/L1 -0/L3 0/L1 1.04

383

Bi-linearZ2; Bi-


1(HYD) 1773 -6 -19 0 0 0 0

2(OPE) 1198 -4 -13 0 0 0 0

3(SUS) 1182 -4 -13 0 0 0 0

4(EXP) 16 -0 -0 0 0 0 0

MAX 1773/L1 -6/L1 -19/L1 0.42

384

Bi-linearZ2; Bi-


1(HYD) -71 29 -17 0 0 0 -0

2(OPE) -48 20 -12 0 0 0 -0

3(SUS) -47 20 -11 0 0 0 -0

4(EXP) -1 0 -0 0 0 0 -0

MAX -71/L1 29/L1 -17/L1 -0.01

385

Bi-linearX2; Bi-


1(HYD) 6 -1332 1307 0 0 0 0

2(OPE) 4 -900 883 0 0 0 0

3(SUS) 4 -888 871 0 0 0 0

4(EXP) 0 -12 12 0 0 0 0

MAX 6/L1 -1332/L1 1307/L1 0.00

386 Bi-linear






Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) 0 1669 -26 0 0 0 0

2(OPE) 0 1129 -18 0 0 0 0

3(SUS) 0 1113 -17 0 0 0 0

4(EXP) 0 15 -0 0 0 0 0

MAX 0/L1 1669/L1 -26/L1 0.00

387

Bi-linearX2; Bi-

linear X2;

Bi-linear X21(HYD) 2 -926 891 0 0 0 0

2(OPE) 1 -626 602 0 0 0 0

3(SUS) 1 -617 594 0 0 0 0

4(EXP) 0 -9 8 0 0 0 0

MAX 2/L1 -926/L1 891/L1 0.00

388

Bi-linearX2; Bi-


1(HYD) -1 -401 363 0 0 0 -0

2(OPE) -0 -271 245 0 0 0 -0

3(SUS) -0 -267 242 0 0 0 -0 4(EXP) -0 -4 3 0 0 0 -0

MAX -1/L1 -401/L1 363/L1 -0.00

389

Bi-linearX2; Bi-


1(HYD) 658 -0 -4 0 0 0 1






2(OPE) 445 -0 -3 0 0 0 1

3(SUS) 439 -0 -2 0 0 0 1

4(EXP) 6 -0 -0 0 0 0 0

MAX 658/L1 -0/L1 -4/L1 1.62

390

Bi-linearZ2; Bi-


1(HYD) 1 -17 -5 0 0 0 0

2(OPE) 1 -16 -3 0 0 0 0

3(SUS) 1 -16 -3 0 0 0 0

4(EXP) 0 -0 -0 0 0 0 0 MAX 1/L1 -17/L1 -5/L1 0.00

391

Bi-linearX2; Bi-


1(HYD) 329 0 202 0 0 0 2

2(OPE) 223 0 137 0 0 0 1

3(SUS) 220 0 135 0 0 0 1

4(EXP) 3 0 2 0 0 0 0

MAX 329/L1 0/L1 202/L1 2.05

392Bi-linear

X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) 67 0 261 0 0 0 2

2(OPE) 45 0 176 0 0 0 1

3(SUS) 45 0 174 0 0 0 1

4(EXP) 1 0 2 0 0 0 0

MAX 67/L1 0/L1 261/L1 2.11






Bi-linear Y2

1(HYD) 4998 -4 -4977 0 0 0 2

2(OPE) 3377 -3 -3364 0 0 0 1

3(SUS) 3331 -3 -3318 0 0 0 1

4(EXP) 46 -0 -46 0 0 0 0

MAX 4998/L1 -4/L1 -4977/L1 2.21

397

Bi-linearZ2; Bi-


1(HYD) -522 155 -20 0 0 0 -0

2(OPE) -353 105 -13 0 0 0 -0 3(SUS) -348 103 -13 0 0 0 -0

4(EXP) -5 1 -0 0 0 0 -0

MAX -522/L1 155/L1 -20/L1 -0.09

398

Bi-linearZ2; Bi-


1(HYD) -209 298 -17 0 0 0 -0

2(OPE) -141 201 -11 0 0 0 -0

3(SUS) -139 198 -11 0 0 0 -0

4(EXP) -2 3 -0 0 0 0 -0

MAX -209/L1 298/L1 -17/L1 -0.03

399

Bi-linearZ2; Bi-


1(HYD) -31 -114 -11 0 0 0 -0

2(OPE) -21 -77 -8 0 0 0 -0

3(SUS) -20 -76 -8 0 0 0 -0






4(EXP) -0 -1 -0 0 0 0 -0

MAX -31/L1 -114/L1 -11/L1 -0.00

401

Bi-linearZ2; Bi-


1(HYD) 13 -1490 -10 0 0 0 0

2(OPE) 9 -1006 -7 0 0 0 0

3(SUS) 9 -992 -6 0 0 0 0

4(EXP) 0 -14 -0 0 0 0 0

MAX 13/L1 -1490/L1 -10/L1 0.00

402

Bi-linearZ2; Bi-


1(HYD) 11 -2887 -5 0 0 0 0

2(OPE) 7 -1950 -4 0 0 0 0

3(SUS) 7 -1923 -4 0 0 0 0

4(EXP) 0 -27 -0 0 0 0 0

MAX 11/L1 -2887/L1 -5/L1 0.00

403

Bi-linearX2; Bi-


1(HYD) 5 -1420 581 0 0 0 0

2(OPE) 3 -959 393 0 0 0 0

3(SUS) 3 -946 387 0 0 0 0

4(EXP) 0 -13 5 0 0 0 0

MAX 5/L1 -1420/L1 581/L1 0.00

404 Bi-linear






X2; Bi-linear X2;

Bi-linear X2

1(HYD) -1 145 -180 0 0 0 -0

2(OPE) -1 98 -122 0 0 0 -0

3(SUS) -1 97 -120 0 0 0 -0

4(EXP) -0 1 -2 0 0 0 -0

MAX -1/L1 145/L1 -180/L1 -0.00

405

Bi-linearX2; Bi-

linear X2;

Bi-linear X21(HYD) -0 1246 -1275 0 0 0 -0

2(OPE) -0 842 -861 0 0 0 -0

3(SUS) -0 830 -849 0 0 0 -0

4(EXP) -0 12 -12 0 0 0 -0

MAX -0/L1 1246/L1 -1275/L1 -0.00

406

Bi-linearX2; Bi-


1(HYD) 0 2415 -2433 0 0 0 0

2(OPE) 0 1631 -1643 0 0 0 0

3(SUS) 0 1608 -1620 0 0 0 0 4(EXP) 0 23 -23 0 0 0 0

MAX 0/L1 2415/L1 -2433/L1 0.00

407

Bi-linearX2; Bi-


1(HYD) 0 1520 -641 0 0 0 0






2(OPE) 0 1027 -433 0 0 0 0

3(SUS) 0 1013 -427 0 0 0 0

4(EXP) 0 14 -6 0 0 0 0

MAX 0/L1 1520/L1 -641/L1 0.00

408

Bi-linearZ2; Bi-


1(HYD) -0 1107 -37 0 0 0 -0

2(OPE) -0 748 -25 0 0 0 -0

3(SUS) -0 738 -25 0 0 0 -0

4(EXP) -0 10 -0 0 0 0 -0 MAX -0/L1 1107/L1 -37/L1 -0.00

409

Bi-linearZ2; Bi-


1(HYD) -0 225 -36 0 0 0 -0

2(OPE) -0 152 -25 0 0 0 -0

3(SUS) -0 150 -24 0 0 0 -0

4(EXP) -0 2 -0 0 0 0 -0

MAX -0/L1 225/L1 -36/L1 -0.00

410 Rigid +Y1(HYD) 1 -289 -87 0 0 0 0

2(OPE) 1 -288 -86 0 0 0 0

3(SUS) 1 -288 -86 0 0 0 0

4(EXP) -0 -0 -0 0 0 0 0

MAX 1/L1 -289/L1 -87/L1 0.00

411Bi-linear

X2; Bi-






linear Y2;Bi-linear Z2

1(HYD) -0 -85 -44 0 0 0 -0

2(OPE) -0 -57 -30 0 0 0 -0

3(SUS) -0 -57 -29 0 0 0 -0

4(EXP) -0 -1 -0 0 0 0 -0

MAX -0/L1 -85/L1 -44/L1 -0.00

412

Bi-linearX2; Bi-


1(HYD) 0 -136 -227 0 0 0 0 2(OPE) 0 -92 -153 0 0 0 0

3(SUS) 0 -90 -151 0 0 0 0

4(EXP) 0 -1 -2 0 0 0 0

MAX 0/L1 -136/L1 -227/L1 0.00

413

Bi-linearX2; Bi-


1(HYD) 0 2 -274 0 0 0 0

2(OPE) 0 1 -184 0 0 0 0

3(SUS) 0 1 -182 0 0 0 0

4(EXP) 0 0 -3 0 0 0 0 MAX 0/L1 2/L1 -274/L1 0.00

414

Bi-linearX2; Bi-


1(HYD) -0 1 -90 0 0 0 -0

2(OPE) -0 1 -61 0 0 0 -0






3(SUS) -0 1 -59 0 0 0 -0

4(EXP) -0 -0 -1 0 0 0 -0

MAX -0/L1 1/L3 -90/L1 -0.00

415

Bi-linearX2; Bi-


1(HYD) -0 2 -15 0 0 0 -0

2(OPE) -0 1 -10 0 0 0 -0

3(SUS) -0 1 -10 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -0/L1 2/L1 -15/L1 -0.00

416

Bi-linearX2; Bi-


1(HYD) -0 -3 -12 0 0 0 -0

2(OPE) -0 -3 -8 0 0 0 -0

3(SUS) -0 -3 -8 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -0/L1 -3/L3 -12/L1 -0.00

417

Bi-linear

X2; Bi-linear Y2;

Bi-linear Z2

1(HYD) 0 -15 -11 0 0 0 0

2(OPE) 0 -15 -7 0 0 0 0

3(SUS) 0 -15 -7 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 0/L1 -15/L1 -11/L1 0.00






419

Bi-linearX2; Bi-


1(HYD) 6 0 -85 0 0 0 0

2(OPE) 4 0 -57 0 0 0 0

3(SUS) 4 0 -56 0 0 0 0

4(EXP) 0 0 -1 0 0 0 0

MAX 6/L1 0/L1 -85/L1 0.22

421

Bi-linearX2; Bi-


1(HYD) 10 0 366 0 0 0 0

2(OPE) 7 0 248 0 0 0 0

3(SUS) 7 0 244 0 0 0 0

4(EXP) 0 0 4 0 0 0 0

MAX 10/L1 0/L1 366/L1 0.44

422

Bi-linearX2; Bi-


1(HYD) 165 -3 -151 0 0 0 0

2(OPE) 111 -3 -102 0 0 0 0 3(SUS) 110 -3 -101 0 0 0 0

4(EXP) 1 0 -1 0 0 0 0

MAX 165/L1 -3/L1 -151/L1 0.43

423

Bi-linearZ2; Bi-







1(HYD) 55 0 6 0 0 0 0

2(OPE) 37 0 4 0 0 0 0

3(SUS) 37 0 4 0 0 0 0

4(EXP) 1 -0 0 0 0 0 0

MAX 55/L1 0/L3 6/L1 0.01

424

Bi-linearZ2; Bi-


1(HYD) -363 0 10 0 0 0 -0

2(OPE) -245 0 7 0 0 0 -0

3(SUS) -242 0 7 0 0 0 -0 4(EXP) -3 -0 0 0 0 0 -0

MAX -363/L1 0/L3 10/L1 -0.09

425

Bi-linearX2; Bi-


1(HYD) 156 -3 170 0 0 0 -0

2(OPE) 105 -3 115 0 0 0 -0

3(SUS) 104 -3 113 0 0 0 -0

4(EXP) 1 -0 1 0 0 0 -0

MAX 156/L1 -3/L1 170/L1 -0.33

430



1(HYD) -34 -17 -3 0 0 0 -0

2(OPE) -23 -17 -2 0 0 0 -0

3(SUS) -23 -17 -2 0 0 0 -0






4(EXP) -0 0 -0 0 0 0 -0

MAX -34/L1 -17/L1 -3/L1 -0.00

431

Bi-linearZ2; Bi-


1(HYD) -11 -15 -6 0 0 0 -0

2(OPE) -7 -15 -4 0 0 0 -0

3(SUS) -7 -15 -4 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -11/L1 -15/L1 -6/L1 -0.00

432

Bi-linearZ2; Bi-


1(HYD) 23 -3 -5 0 0 0 0

2(OPE) 16 -3 -4 0 0 0 0

3(SUS) 15 -3 -4 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 23/L1 -3/L1 -5/L1 0.00

433

Bi-linearZ2; Bi-


1(HYD) 319 2 -9 0 0 0 0

2(OPE) 216 2 -6 0 0 0 0

3(SUS) 213 2 -6 0 0 0 0

4(EXP) 3 -0 -0 0 0 0 0

MAX 319/L1 2/L1 -9/L1 0.03

434 Bi-linear






Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) -1105 1 -8 0 0 0 -0

2(OPE) -746 1 -5 0 0 0 -0

3(SUS) -736 1 -5 0 0 0 -0

4(EXP) -10 -0 -0 0 0 0 -0

MAX -1105/L1 1/L1 -8/L1 -0.09

440

Bi-linearZ2; Bi-

linear X2;

Bi-linearY2; Bi-linear X2;Bi-linear

Z2; Bi-linear Y2

1(HYD) -10909 2 -1555 0 0 0 -1

2(OPE) -7368 2 -1012 0 0 0 -0

3(SUS) -7267 2 -995 0 0 0 -0

4(EXP) -101 0 -17 0 0 0 -0

MAX -10909/L1 2/L1 -1555/L1 -1.05

441

Bi-linear


1(HYD) -1568 1 -1 0 0 0 -0

2(OPE) -1059 1 -1 0 0 0 -0

3(SUS) -1044 1 -0 0 0 0 -0

4(EXP) -15 0 -0 0 0 0 -0

MAX -1568/L1 1/L1 -1/L1 -0.26






442

Bi-linearZ2; Bi-


1(HYD) -55 -3 -1 0 0 0 -0

2(OPE) -37 -3 -0 0 0 0 -0

3(SUS) -36 -3 -0 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -55/L1 -3/L1 -1/L1 -0.01

443

Bi-linearZ2; Bi-


1(HYD) 214 -15 -0 0 0 0 0

2(OPE) 143 -15 -0 0 0 0 0

3(SUS) 141 -15 -0 0 0 0 0

4(EXP) 2 0 -0 0 0 0 0

MAX 214/L1 -15/L1 -0/L1 0.05

445

Bi-linearZ2; Bi-


1(HYD) 104 -17 -0 0 0 0 0

2(OPE) 68 -16 -0 0 0 0 0 3(SUS) 67 -16 -0 0 0 0 0

4(EXP) 1 0 -0 0 0 0 0

MAX 104/L1 -17/L1 -0/L1 0.05

446

Bi-linearX2; Bi-







1(HYD) -264 -0 -4 0 0 0 -0

2(OPE) -177 -0 -2 0 0 0 -0

3(SUS) -174 -0 -2 0 0 0 -0

4(EXP) -3 -0 -0 0 0 0 -0

MAX -264/L1 -0/L1 -4/L1 -0.51

447

Bi-linearX2; Bi-


1(HYD) -58 2 5 0 0 0 -0

2(OPE) -38 2 4 0 0 0 -0

3(SUS) -38 2 4 0 0 0 -0 4(EXP) -1 0 0 0 0 0 -0

MAX -58/L1 2/L1 5/L1 -0.35

448

Bi-linearX2; Bi-


1(HYD) -11 1 -3 0 0 0 -0

2(OPE) -7 1 -2 0 0 0 -0

3(SUS) -7 1 -2 0 0 0 -0

4(EXP) -0 -0 -0 0 0 0 -0

MAX -11/L1 1/L1 -3/L1 -0.33

449

Bi-linearX2; Bi-


1(HYD) -8 -3 -1 0 0 0 -0

2(OPE) -5 -3 -1 0 0 0 -0

3(SUS) -5 -3 -1 0 0 0 -0

4(EXP) -0 -0 -0 0 0 0 -0






MAX -8/L1 -3/L1 -1/L1 -0.32

451

Bi-linearX2; Bi-


1(HYD) -8 -15 -0 0 0 0 -0

2(OPE) -5 -15 -0 0 0 0 -0

3(SUS) -5 -15 -0 0 0 0 -0

4(EXP) -0 -0 -0 0 0 0 -0

MAX -8/L1 -15/L1 -0/L1 -0.31

460 Rigid +Y1(HYD) 49 -289 -72 0 0 0 0

2(OPE) 42 -288 -76 0 0 0 0

3(SUS) 40 -288 -76 0 0 0 0

4(EXP) 1 0 1 0 0 0 -0

MAX 49/L1 -289/L1 -76/L3 0.00

480

Bi-linearZ2; Bi-

linear X2;Bi-linear

Y2; RigidGUI

1(HYD) -22 -17 -0 0 0 0 -0 2(OPE) -21 -16 -0 0 0 0 -0

3(SUS) -20 -16 -0 0 0 0 -0

4(EXP) -1 0 0 0 0 0 -0

MAX -22/L1 -17/L1 -0/L1 -0.00

481Bi-linear

Z2; Bi-linear X2;






Bi-linear Y2

1(HYD) 2 -15 -0 0 0 0 0

2(OPE) 3 -15 -0 0 0 0 0

3(SUS) 3 -15 -0 0 0 0 0

4(EXP) 0 -0 0 0 0 0 0

MAX 3/L2 -15/L1 -0/L1 0.00

482

Bi-linearZ2; Bi-


1(HYD) 1 -3 -0 0 0 0 0

2(OPE) 2 -3 -0 0 0 0 0 3(SUS) 2 -3 -0 0 0 0 0

4(EXP) 0 -0 0 0 0 0 0

MAX 2/L2 -3/L1 -0/L1 0.00

483

Bi-linearZ2; Bi-


1(HYD) 1 1 -0 0 0 0 0

2(OPE) 1 1 -0 0 0 0 0

3(SUS) 1 1 -0 0 0 0 0

4(EXP) 0 -0 0 0 0 0 0

MAX 1/L2 1/L1 -0/L1 0.00

484

Bi-linearZ2; Bi-


1(HYD) -0 2 -1 0 0 0 -0

2(OPE) -0 2 -0 0 0 0 -0

3(SUS) -0 2 -0 0 0 0 -0






4(EXP) -0 0 0 0 0 0 -0

MAX -0/L2 2/L1 -1/L1 -0.00

485

Bi-linearX2; Bi-


1(HYD) 0 2330 2331 0 0 0 0

2(OPE) 0 1575 1575 0 0 0 0

3(SUS) 0 1554 1554 0 0 0 0

4(EXP) 0 21 21 0 0 0 0

MAX 0/L1 2330/L1 2331/L1 0.00

486

Bi-linearZ2; Bi-


1(HYD) 0 -2654 -13 0 0 0 0

2(OPE) 0 -1794 -9 0 0 0 0

3(SUS) 0 -1769 -8 0 0 0 0

4(EXP) -0 -24 -0 0 0 0 -0

MAX 0/L3 -2654/L1 -13/L1 0.00

487

Bi-linearX2; Bi-


1(HYD) -0 1320 1322 0 0 0 -0

2(OPE) -0 892 893 0 0 0 -0

3(SUS) -0 880 881 0 0 0 -0

4(EXP) -0 12 12 0 0 0 -0

MAX -0/L1 1320/L1 1322/L1 -0.00

488 Bi-linear






X2; Bi-linear X2;

Bi-linear X2

1(HYD) -0 307 311 0 0 0 -0

2(OPE) -0 208 210 0 0 0 -0

3(SUS) -0 205 207 0 0 0 -0

4(EXP) -0 3 3 0 0 0 -0

MAX -0/L1 307/L1 311/L1 -0.00

489

Bi-linearZ2; Bi-

linear X2;

Bi-linear Y21(HYD) -0 -0 -0 0 0 0 -0

2(OPE) -0 -0 1 0 0 0 -0

3(SUS) -0 -0 1 0 0 0 -0

4(EXP) -0 -0 0 0 0 0 -0

MAX -0/L2 -0/L1 1/L2 -0.00

490

Bi-linearX2; Bi-

linear Z2;Bi-linear

Y2; Bi-linear X2;

Bi-linearZ2; Bi-linear Y2;Bi-linear

Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) 1114 -0 13086 0 0 0 0

2(OPE) 754 -0 8844 0 0 0 0

3(SUS) 744 -0 8724 0 0 0 0






4(EXP) 10 -0 120 0 0 0 0

MAX 1114/L1 -0/L1 13086/L1 0.03

491

Bi-linearZ2; Bi-


1(HYD) 0 0 10 0 0 0 0

2(OPE) 0 0 8 0 0 0 0

3(SUS) 0 0 7 0 0 0 0

4(EXP) 0 0 1 0 0 0 0

MAX 0/L2 0/L1 10/L1 0.00

492

Bi-linearZ2; Bi-


1(HYD) -0 -0 63 0 0 0 -0

2(OPE) -0 -0 44 0 0 0 -0

3(SUS) -0 -0 43 0 0 0 -0

4(EXP) -0 -0 1 0 0 0 -0

MAX -0/L2 -0/L1 63/L1 -0.00

493

Bi-linearZ2; Bi-


1(HYD) 0 0 325 0 0 0 0

2(OPE) 0 0 220 0 0 0 0

3(SUS) 0 0 217 0 0 0 0

4(EXP) 0 0 3 0 0 0 0

MAX 0/L2 0/L1 325/L1 0.00

494 Bi-linear






Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) -0 -0 282 0 0 0 -0

2(OPE) -0 -0 191 0 0 0 -0

3(SUS) -0 -0 188 0 0 0 -0

4(EXP) -0 -0 3 0 0 0 -0

MAX -0/L2 -0/L1 282/L1 -0.00

495

Bi-linearZ2; Bi-

linear X2;

Bi-linear Y21(HYD) 0 3 276 0 0 0 0

2(OPE) 0 2 187 0 0 0 0

3(SUS) 0 2 184 0 0 0 0

4(EXP) 0 0 3 0 0 0 0

MAX 0/L1 3/L1 276/L1 0.00

496

Bi-linearZ2; Bi-


1(HYD) -0 -183 139 0 0 0 -0

2(OPE) -0 -124 94 0 0 0 -0

3(SUS) -0 -122 92 0 0 0 -0 4(EXP) -0 -2 1 0 0 0 -0

MAX -0/L1 -183/L1 139/L1 -0.00

497

Bi-linearZ2; Bi-


1(HYD) -0 -182 28 0 0 0 -0






2(OPE) -0 -123 19 0 0 0 -0

3(SUS) -0 -121 19 0 0 0 -0

4(EXP) -0 -2 0 0 0 0 -0

MAX -0/L1 -182/L1 28/L1 -0.00

498

Bi-linearX2; Bi-


1(HYD) -244 0 1 0 0 0 -0

2(OPE) -165 -0 1 0 0 0 -0

3(SUS) -162 -0 1 0 0 0 -0

4(EXP) -2 0 0 0 0 0 -0 MAX -244/L1 -0/L3 1/L1 -0.44

499

Bi-linearX2; Bi-


1(HYD) -419 -0 -5 0 0 0 -1

2(OPE) -283 -0 -4 0 0 0 -0

3(SUS) -279 -0 -4 0 0 0 -0

4(EXP) -4 -0 -0 0 0 0 -0

MAX -419/L1 -0/L2 -5/L1 -1.01

500Bi-linear

Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) -4832 0 -38 0 0 0 -1

2(OPE) -3266 0 -25 0 0 0 -0

3(SUS) -3222 0 -25 0 0 0 -0

4(EXP) -45 0 -0 0 0 0 -0

MAX -4832/L1 0/L1 -38/L1 -1.34






Bi-linear X2

1(HYD) 0 1736 724 0 0 0 0

2(OPE) 0 1173 490 0 0 0 0

3(SUS) 0 1158 483 0 0 0 0

4(EXP) 0 16 7 0 0 0 0

MAX 0/L1 1736/L1 724/L1 0.00

505

Bi-linearX2; Bi-


1(HYD) 0 -338 -333 0 0 0 0

2(OPE) 0 -228 -225 0 0 0 0 3(SUS) 0 -225 -222 0 0 0 0

4(EXP) 0 -3 -3 0 0 0 0

MAX 0/L1 -338/L1 -333/L1 0.00

506

Bi-linearX2; Bi-


1(HYD) 0 -1281 -1276 0 0 0 0

2(OPE) 0 -866 -862 0 0 0 0

3(SUS) 0 -854 -851 0 0 0 0

4(EXP) 0 -12 -12 0 0 0 0

MAX 0/L1 -1281/L1 -1276/L1 0.00

507

Bi-linearX2; Bi-


1(HYD) -0 -2201 -2197 0 0 0 -0

2(OPE) -0 -1488 -1485 0 0 0 -0

3(SUS) -0 -1468 -1465 0 0 0 -0






4(EXP) -0 -20 -20 0 0 0 -0

MAX -0/L1 -2201/L1 -2197/L1 -0.00

508

Bi-linearX2; Bi-


1(HYD) -0 -1724 -717 0 0 0 -0

2(OPE) -0 -1165 -485 0 0 0 -0

3(SUS) -0 -1150 -478 0 0 0 -0

4(EXP) -0 -16 -7 0 0 0 -0

MAX -0/L1 -1724/L1 -717/L1 -0.00

509

Bi-linearZ2; Bi-


1(HYD) -0 -1513 -18 0 0 0 -0

2(OPE) -0 -1022 -12 0 0 0 -0

3(SUS) -0 -1008 -12 0 0 0 -0

4(EXP) -0 -14 -0 0 0 0 -0

MAX -0/L1 -1513/L1 -18/L1 -0.00

510

Bi-linearZ2; Bi-


1(HYD) -0 -0 -216 0 0 0 -0

2(OPE) -0 -0 -146 0 0 0 -0

3(SUS) -0 -0 -143 0 0 0 -0

4(EXP) -0 -0 -2 0 0 0 -0

MAX -0/L1 -0/L2 -216/L1 -0.00

511 Bi-linear






Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) -0 -198 -17 0 0 0 -0

2(OPE) -0 -134 -12 0 0 0 -0

3(SUS) -0 -132 -12 0 0 0 -0

4(EXP) -0 -2 -0 0 0 0 -0

MAX -0/L1 -198/L1 -17/L1 -0.00

512

Bi-linearZ2; Bi-

linear X2;

Bi-linear Y21(HYD) -0 203 -21 0 0 0 -0

2(OPE) -0 137 -14 0 0 0 -0

3(SUS) -0 135 -14 0 0 0 -0

4(EXP) -0 2 -0 0 0 0 -0

MAX -0/L1 203/L1 -21/L1 -0.00

513

Bi-linearZ2; Bi-


1(HYD) 0 190 -101 0 0 0 0

2(OPE) 0 128 -69 0 0 0 0

3(SUS) 0 127 -68 0 0 0 0 4(EXP) 0 2 -1 0 0 0 0

MAX 0/L1 190/L1 -101/L1 0.00

514

Bi-linearZ2; Bi-


1(HYD) -0 -3 -144 0 0 0 -0






2(OPE) -0 -2 -97 0 0 0 -0

3(SUS) -0 -2 -96 0 0 0 -0

4(EXP) -0 -0 -1 0 0 0 -0

MAX -0/L1 -3/L1 -144/L1 -0.00

515

Bi-linearZ2; Bi-


1(HYD) 0 1 -48 0 0 0 0

2(OPE) 0 0 -33 0 0 0 0

3(SUS) 0 0 -32 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0 MAX 0/L1 1/L1 -48/L1 0.00

517

Bi-linearX2; Bi-


1(HYD) -223 0 264 0 0 0 -1

2(OPE) -150 0 178 0 0 0 -0

3(SUS) -148 0 176 0 0 0 -0

4(EXP) -2 0 2 0 0 0 -0

MAX -223/L1 0/L1 264/L1 -1.38

518Bi-linear

X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) -46 0 363 0 0 0 -1

2(OPE) -31 0 245 0 0 0 -0

3(SUS) -30 0 242 0 0 0 -0

4(EXP) -0 0 3 0 0 0 -0

MAX -46/L1 0/L1 363/L1 -1.44






519

Bi-linearX2; Bi-


1(HYD) -37 0 -163 0 0 0 -1

2(OPE) -25 0 -110 0 0 0 -0

3(SUS) -25 0 -109 0 0 0 -0

4(EXP) -0 0 -1 0 0 0 -0

MAX -37/L1 0/L1 -163/L1 -1.47

520

Bi-linear


1(HYD) 1 -17 -1 0 0 0 0

2(OPE) 1 -16 -0 0 0 0 0

3(SUS) 1 -16 -0 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 1/L1 -17/L1 -1/L1 0.00

521

Bi-linearX2; Bi-


1(HYD) -38 -0 -2066 0 0 0 -1 2(OPE) -26 -0 -1397 0 0 0 -1

3(SUS) -26 -0 -1377 0 0 0 -1

4(EXP) -0 -0 -19 0 0 0 -0

MAX -38/L1 -0/L1 -2066/L1 -1.51

522Bi-linear

X2; Bi-linear Z2;






Bi-linear Y2

1(HYD) -34 -0 -5049 0 0 0 -1

2(OPE) -23 -0 -3413 0 0 0 -1

3(SUS) -23 -0 -3366 0 0 0 -1

4(EXP) -0 -0 -47 0 0 0 -0

MAX -34/L1 -0/L1 -5049/L1 -1.55

523

Bi-linearX2; Bi-


1(HYD) -5222 -0 -5225 0 0 0 -1

2(OPE) -3529 -0 -3531 0 0 0 -1 3(SUS) -3481 -0 -3483 0 0 0 -1

4(EXP) -48 -0 -48 0 0 0 -0

MAX -5222/L1 -0/L1 -5225/L1 -1.67

524

Bi-linearZ2; Bi-


1(HYD) -2041 0 -43 0 0 0 -0

2(OPE) -1379 0 -29 0 0 0 -0

3(SUS) -1360 0 -29 0 0 0 -0

4(EXP) -19 0 -0 0 0 0 -0

MAX -2041/L1 0/L1 -43/L1 -0.48

525

Bi-linearZ2; Bi-


1(HYD) -197 0 -42 0 0 0 -0

2(OPE) -133 0 -28 0 0 0 -0

3(SUS) -131 0 -28 0 0 0 -0






4(EXP) -2 0 -0 0 0 0 -0

MAX -197/L1 0/L1 -42/L1 -0.04

526

Bi-linearZ2; Bi-


1(HYD) 330 0 -51 0 0 0 0

2(OPE) 223 0 -35 0 0 0 0

3(SUS) 220 0 -34 0 0 0 0

4(EXP) 3 0 -0 0 0 0 0

MAX 330/L1 0/L1 -51/L1 0.06

527

Bi-linearZ2; Bi-


1(HYD) 259 -0 -252 0 0 0 0

2(OPE) 175 -0 -170 0 0 0 0

3(SUS) 172 -0 -168 0 0 0 0

4(EXP) 2 -0 -2 0 0 0 0

MAX 259/L1 -0/L1 -252/L1 0.01

528

Bi-linearZ2; Bi-


1(HYD) -5 -0 -545 0 0 0 -0

2(OPE) -3 -0 -368 0 0 0 -0

3(SUS) -3 -0 -363 0 0 0 -0

4(EXP) -0 -0 -5 0 0 0 -0

MAX -5/L1 -0/L2 -545/L1 -0.00

529 Bi-linear






Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) 0 0 -449 0 0 0 0

2(OPE) 0 0 -303 0 0 0 0

3(SUS) 0 0 -299 0 0 0 0

4(EXP) 0 0 -4 0 0 0 0

MAX 0/L1 0/L1 -449/L1 0.00

531

Bi-linearZ2; Bi-

linear X2;

Bi-linear Y21(HYD) 0 0 -112 0 0 0 0

2(OPE) 0 0 -75 0 0 0 0

3(SUS) 0 0 -74 0 0 0 0

4(EXP) 0 0 -1 0 0 0 0

MAX 0/L1 0/L1 -112/L1 0.00

532

Bi-linearZ2; Bi-


1(HYD) -0 -0 -56 0 0 0 -0

2(OPE) -0 -0 -37 0 0 0 -0

3(SUS) -0 -0 -36 0 0 0 -0 4(EXP) -0 -0 -1 0 0 0 -0

MAX -0/L1 -0/L1 -56/L1 -0.00

533

Bi-linearZ2; Bi-


1(HYD) -0 2 -14 0 0 0 -0






2(OPE) -0 2 -9 0 0 0 -0

3(SUS) -0 2 -9 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -0/L1 2/L1 -14/L1 -0.00

534

Bi-linearZ2; Bi-


1(HYD) -0 1 -2 0 0 0 -0

2(OPE) -0 1 -2 0 0 0 -0

3(SUS) -0 1 -2 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0 MAX -0/L1 1/L1 -2/L1 -0.00

535

Bi-linearZ2; Bi-


1(HYD) -0 -3 -2 0 0 0 -0

2(OPE) -0 -3 -1 0 0 0 -0

3(SUS) -0 -3 -1 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -0/L1 -3/L1 -2/L1 -0.00

536Bi-linear

Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) 0 -15 -2 0 0 0 0

2(OPE) 0 -15 -1 0 0 0 0

3(SUS) 0 -15 -1 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 0/L1 -15/L1 -2/L1 0.00






540 Rigid +Y

1(HYD) 6 -289 -87 0 0 0 0

2(OPE) 6 -288 -86 0 0 0 0

3(SUS) 6 -288 -86 0 0 0 0

4(EXP) -0 0 -0 0 0 0 0

MAX 6/L3 -289/L1 -87/L1 0.00

560

Rigid GUI;Bi-linear

Z2; Bi-linear X2;

Bi-linear Y21(HYD) 21 -17 -0 0 0 0 0

2(OPE) 14 -16 -0 0 0 0 0

3(SUS) 14 -16 -0 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 21/L1 -17/L1 -0/L1 0.00

561

Bi-linearZ2; Bi-


1(HYD) -26 -15 -1 0 0 0 -0

2(OPE) -18 -15 -0 0 0 0 -0

3(SUS) -18 -15 -0 0 0 0 -0 4(EXP) -0 0 -0 0 0 0 -0

MAX -26/L1 -15/L1 -1/L1 -0.00

562

Bi-linearZ2; Bi-


1(HYD) -98 -3 -0 0 0 0 -0






2(OPE) -66 -3 -0 0 0 0 -0

3(SUS) -65 -3 -0 0 0 0 -0

4(EXP) -1 0 -0 0 0 0 -0

MAX -98/L1 -3/L1 -0/L1 -0.02

563

Bi-linearZ2; Bi-


1(HYD) -316 2 -1 0 0 0 -0

2(OPE) -214 2 -0 0 0 0 -0

3(SUS) -211 2 -0 0 0 0 -0

4(EXP) -3 0 -0 0 0 0 -0 MAX -316/L1 2/L1 -1/L1 -0.04

564

Bi-linearZ2; Bi-


1(HYD) 1800 1 -0 0 0 0 0

2(OPE) 1216 1 -0 0 0 0 0

3(SUS) 1200 1 -0 0 0 0 0

4(EXP) 17 -0 0 0 0 0 0

MAX 1800/L1 1/L1 -0/L1 0.20

570

Bi-linearZ2; Bi-

linear X2;Bi-linear








Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) 10531 -0 1228 0 0 0 1

2(OPE) 7117 -0 831 0 0 0 0

3(SUS) 7021 -0 820 0 0 0 0

4(EXP) 97 -0 11 0 0 0 0

MAX 10531/L1 -0/L1 1228/L1 1.10

571

Bi-linearX2; Bi-

linear Z2;

Bi-linear Y21(HYD) 529 0 -0 0 0 0 0

2(OPE) 357 0 -0 0 0 0 0

3(SUS) 353 0 -0 0 0 0 0

4(EXP) 5 -0 -0 0 0 0 0

MAX 529/L1 0/L1 -0/L1 0.34

572

Bi-linearX2; Bi-


1(HYD) 164 -0 0 0 0 0 0

2(OPE) 111 -0 0 0 0 0 0

3(SUS) 110 -0 0 0 0 0 0 4(EXP) 2 0 0 0 0 0 0

MAX 164/L1 -0/L3 0/L1 0.10

573

Bi-linearX2; Bi-


1(HYD) 46 0 -0 0 0 0 0






2(OPE) 31 0 -0 0 0 0 0

3(SUS) 31 0 -0 0 0 0 0

4(EXP) 0 -0 -0 0 0 0 0

MAX 46/L1 0/L1 -0/L1 0.03

574

Bi-linearX2; Bi-


1(HYD) 18 -0 0 0 0 0 0

2(OPE) 12 -0 0 0 0 0 0

3(SUS) 12 -0 0 0 0 0 0

4(EXP) 0 0 0 0 0 0 0 MAX 18/L1 -0/L3 0/L1 0.01

575

Bi-linearZ2; Bi-


1(HYD) 1861 1 3 0 0 0 0

2(OPE) 1258 1 2 0 0 0 0

3(SUS) 1241 1 2 0 0 0 0

4(EXP) 17 0 0 0 0 0 0

MAX 1861/L1 1/L1 3/L1 0.21

576Bi-linear

Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) -301 2 4 0 0 0 -0

2(OPE) -203 2 3 0 0 0 -0

3(SUS) -200 2 3 0 0 0 -0

4(EXP) -3 0 0 0 0 0 -0

MAX -301/L1 2/L1 4/L1 -0.04






577

Bi-linearZ2; Bi-


1(HYD) -107 -3 4 0 0 0 -0

2(OPE) -72 -3 2 0 0 0 -0

3(SUS) -71 -3 2 0 0 0 -0

4(EXP) -1 -0 0 0 0 0 -0

MAX -107/L1 -3/L1 4/L1 -0.02

578

Bi-linear


1(HYD) -25 -15 4 0 0 0 -0

2(OPE) -17 -15 3 0 0 0 -0

3(SUS) -17 -15 3 0 0 0 -0

4(EXP) -0 -0 0 0 0 0 -0

MAX -25/L1 -15/L1 4/L1 -0.00

580

Bi-linearX2; Bi-

linear Z2;Bi-linear


X2; Bi-linear Y2

1(HYD) 35 0 -120 0 0 0 0

2(OPE) 24 0 -81 0 0 0 0

3(SUS) 24 0 -80 0 0 0 0

4(EXP) 0 0 -1 0 0 0 0






MAX 35/L1 0/L1 -120/L1 0.01

581

Bi-linearZ2; Bi-


1(HYD) 19 1 6 0 0 0 0

2(OPE) 13 1 4 0 0 0 0

3(SUS) 13 1 4 0 0 0 0

4(EXP) 0 -0 0 0 0 0 0

MAX 19/L1 1/L3 6/L1 0.00

582Bi-linearZ2; Bi-


1(HYD) 2 1 12 0 0 0 0

2(OPE) 2 1 8 0 0 0 0

3(SUS) 2 1 8 0 0 0 0

4(EXP) 0 -0 0 0 0 0 0

MAX 2/L1 1/L1 12/L1 0.00

583

Bi-linearZ2; Bi-

linear X2;

Bi-linear Y21(HYD) -2 -0 13 0 0 0 -0

2(OPE) -1 -0 8 0 0 0 -0

3(SUS) -1 -0 8 0 0 0 -0

4(EXP) -0 -0 0 0 0 0 -0

MAX -2/L1 -0/L1 13/L1 -0.00

584Bi-linear

Z2; Bi-







1(HYD) -2 -1 14 0 0 0 -0

2(OPE) -1 -1 10 0 0 0 -0

3(SUS) -1 -1 10 0 0 0 -0

4(EXP) -0 -0 0 0 0 0 -0

MAX -2/L1 -1/L1 14/L1 -0.00

585

Bi-linearZ2; Bi-


1(HYD) -1 -8 26 0 0 0 -0 2(OPE) -1 -8 17 0 0 0 -0

3(SUS) -1 -8 17 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -1/L1 -8/L1 26/L1 -0.00

586

Bi-linearZ2; Bi-


1(HYD) -0 -18 32 0 0 0 -0

2(OPE) -0 -18 21 0 0 0 -0

3(SUS) -0 -18 21 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0 MAX -0/L1 -18/L1 32/L1 -0.00

590

Bi-linearX2; Bi-

linear Z2;Bi-linear

Y2; Bi-linear Z2;






Bi-linearX2; Bi-

linear Y2

1(HYD) 95 0 -1011 0 0 0 0

2(OPE) 65 0 -685 0 0 0 0

3(SUS) 63 0 -674 0 0 0 0

4(EXP) 1 0 -10 0 0 0 0

MAX 95/L1 0/L1 -1011/L1 0.03

591

Bi-linearX2; Bi-

linear Z2;

Bi-linear Y21(HYD) 9 -0 -1 0 0 0 0

2(OPE) 6 -0 -0 0 0 0 0

3(SUS) 6 -0 -0 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 9/L1 -0/L1 -1/L1 0.02

592

Bi-linearX2; Bi-


1(HYD) 3 0 0 0 0 0 0

2(OPE) 3 0 0 0 0 0 0

3(SUS) 2 0 0 0 0 0 0 4(EXP) 0 -0 0 0 0 0 0

MAX 3/L1 0/L1 0/L1 0.00

593

Bi-linearX2; Bi-


1(HYD) 1 2 -0 0 0 0 0






2(OPE) 0 2 -0 0 0 0 0

3(SUS) 0 2 -0 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 1/L1 2/L1 -0/L1 0.00

594

Bi-linearX2; Bi-


1(HYD) 0 1 0 0 0 0 0

2(OPE) 0 1 0 0 0 0 0

3(SUS) 0 1 0 0 0 0 0

4(EXP) 0 -0 0 0 0 0 0 MAX 0/L2 1/L1 0/L1 0.00

595

Bi-linearX2; Bi-


1(HYD) 0 -3 0 0 0 0 0

2(OPE) 0 -3 0 0 0 0 0

3(SUS) 0 -3 0 0 0 0 0

4(EXP) 0 -0 0 0 0 0 0

MAX 0/L2 -3/L1 0/L1 0.00

596Bi-linear

X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) 0 -15 -0 0 0 0 0

2(OPE) 0 -15 0 0 0 0 0

3(SUS) 0 -15 -0 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX 0/L2 -15/L1 -0/L1 0.00






597

Bi-linearZ2; Bi-


1(HYD) 49 0 6 0 0 0 0

2(OPE) 33 0 4 0 0 0 0

3(SUS) 33 0 4 0 0 0 0

4(EXP) 1 -0 0 0 0 0 0

MAX 49/L1 0/L3 6/L1 0.01

598

Bi-linear


1(HYD) -356 -0 10 0 0 0 -0

2(OPE) -241 -0 7 0 0 0 -0

3(SUS) -238 -0 7 0 0 0 -0

4(EXP) -3 -0 0 0 0 0 -0

MAX -356/L1 -0/L1 10/L1 -0.09

600

Bi-linearX2; Bi-


1(HYD) 0 -17 -0 0 0 0 0 2(OPE) 0 -16 -0 0 0 0 0

3(SUS) 0 -16 -0 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 0/L2 -17/L1 -0/L1 0.00

601Bi-linear

X2; Bi-linear X2;






Bi-linear Y2

1(HYD) 156 -3 169 0 0 0 -0

2(OPE) 105 -3 114 0 0 0 -0

3(SUS) 104 -3 113 0 0 0 -0

4(EXP) 1 -0 1 0 0 0 -0

MAX 156/L1 -3/L1 169/L1 -0.32

620 Rigid +Y

1(HYD) 10 -289 0 0 0 0 0

2(OPE) 9 -288 0 0 0 0 0

3(SUS) 7 -288 0 0 0 0 0

4(EXP) 1 0 0 0 0 0 0

MAX 10/L1 -289/L1 0/L1 0.00

640

Rigid GUI;Bi-linear

X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) -0 -17 0 0 0 0 -0

2(OPE) -0 -16 0 0 0 0 -0

3(SUS) -0 -16 0 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -0/L2 -17/L1 0/L1 -0.00

641

Bi-linearX2; Bi-


1(HYD) -0 -15 -0 0 0 0 -0

2(OPE) -0 -15 -0 0 0 0 -0

3(SUS) -0 -15 -0 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -0/L2 -15/L1 -0/L1 -0.00






642

Bi-linearX2; Bi-


1(HYD) -0 -3 -1 0 0 0 -0

2(OPE) -0 -3 -1 0 0 0 -0

3(SUS) -0 -3 -1 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -0/L2 -3/L1 -1/L1 -0.00

643

Bi-linear


1(HYD) -0 1 -3 0 0 0 -0

2(OPE) -0 1 -2 0 0 0 -0

3(SUS) -0 1 -2 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -0/L2 1/L1 -3/L1 -0.00

644

Bi-linearX2; Bi-


1(HYD) -0 2 8 0 0 0 -0 2(OPE) -0 2 5 0 0 0 -0

3(SUS) -0 2 5 0 0 0 -0

4(EXP) -0 -0 0 0 0 0 -0

MAX -0/L1 2/L1 8/L1 -0.00

645Bi-linear

X2; Bi-linear Z2;






Bi-linear Y2

1(HYD) -1 -0 -9 0 0 0 -0

2(OPE) -1 -0 -6 0 0 0 -0

3(SUS) -1 -0 -6 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -1/L1 -0/L3 -9/L1 -0.00

800

Bi-linearZ2; Bi-


1(HYD) 8 -17 2 0 0 0 0

2(OPE) 6 -17 2 0 0 0 0 3(SUS) 5 -17 2 0 0 0 0

4(EXP) 0 -0 0 0 0 0 0

MAX 8/L1 -17/L1 2/L1 0.00

820 Rigid +Y

1(HYD) 2 -289 87 0 0 0 0

2(OPE) 2 -288 86 0 0 0 0

3(SUS) 2 -288 86 0 0 0 0

4(EXP) -0 0 -0 0 0 0 0

MAX 2/L1 -289/L1 87/L1 0.00

830

Bi-linear

X2; Bi-linear Y2;

Rigid GUI;Bi-linear Z2

1(HYD) 7 -17 4 0 0 0 0

2(OPE) 5 -16 3 0 0 0 0

3(SUS) 4 -16 3 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX 7/L1 -17/L1 4/L1 0.00






831

Bi-linearZ2; Bi-


1(HYD) -2 -16 9 0 0 0 -0

2(OPE) -1 -16 6 0 0 0 -0

3(SUS) -1 -16 6 0 0 0 -0

4(EXP) -0 -0 0 0 0 0 -0

MAX -2/L1 -16/L1 9/L1 -0.00

832

Bi-linear


1(HYD) -1 -5 9 0 0 0 -0

2(OPE) -1 -5 6 0 0 0 -0

3(SUS) -1 -5 6 0 0 0 -0

4(EXP) -0 -0 0 0 0 0 -0

MAX -1/L1 -5/L1 9/L1 -0.00

833

Bi-linearZ2; Bi-


1(HYD) -1 -3 12 0 0 0 -0 2(OPE) -0 -2 8 0 0 0 -0

3(SUS) -0 -2 8 0 0 0 -0

4(EXP) -0 -0 0 0 0 0 -0

MAX -1/L1 -3/L1 12/L1 -0.00

835Bi-linear

X2; Bi-linear X2;






Bi-linear X2

1(HYD) 0 2157 2155 0 0 0 0

2(OPE) 0 1457 1455 0 0 0 0

3(SUS) 0 1437 1435 0 0 0 0

4(EXP) -0 21 21 0 0 0 -0

MAX 0/L3 2157/L1 2155/L1 0.00

836

Bi-linearZ2; Bi-


1(HYD) -0 -2489 -14 0 0 0 -0

2(OPE) -0 -1681 -9 0 0 0 -0 3(SUS) -0 -1658 -9 0 0 0 -0

4(EXP) 0 -24 -0 0 0 0 0

MAX -0/L3 -2489/L1 -14/L1 -0.00

837

Bi-linearX2; Bi-


1(HYD) -0 1257 1255 0 0 0 -0

2(OPE) -0 849 848 0 0 0 -0

3(SUS) -0 837 836 0 0 0 -0

4(EXP) -0 12 12 0 0 0 -0

MAX -0/L1 1257/L1 1255/L1 -0.00

838

Bi-linearZ2; Bi-


1(HYD) 0 15 47 0 0 0 0

2(OPE) 0 11 31 0 0 0 0

3(SUS) 0 11 31 0 0 0 0






4(EXP) 0 0 1 0 0 0 0

MAX 0/L1 15/L1 47/L1 0.00

839

Bi-linearZ2; Bi-


1(HYD) 0 -188 68 0 0 0 0

2(OPE) 0 -127 46 0 0 0 0

3(SUS) 0 -125 45 0 0 0 0

4(EXP) 0 -2 1 0 0 0 0

MAX 0/L1 -188/L1 68/L1 0.00

840

Bi-linearX2; Bi-

linear Z2;Bi-linear


X2; Bi-linear Y2

1(HYD) -13968 1 -1552 0 0 0 -0

2(OPE) -9440 0 -1050 0 0 0 -0

3(SUS) -9312 0 -1037 0 0 0 -0

4(EXP) -128 0 -13 0 0 0 -0 MAX -13968/L1 1/L1 -1552/L1 -0.09

841

Bi-linearZ2; Bi-


1(HYD) -0 -188 21 0 0 0 -0

2(OPE) -0 -127 14 0 0 0 -0






3(SUS) -0 -125 14 0 0 0 -0

4(EXP) -0 -2 0 0 0 0 -0

MAX -0/L1 -188/L1 21/L1 -0.00

842

Bi-linearZ2; Bi-


1(HYD) -0 195 18 0 0 0 -0

2(OPE) -0 132 12 0 0 0 -0

3(SUS) -0 130 12 0 0 0 -0

4(EXP) -0 2 0 0 0 0 -0

MAX -0/L1 195/L1 18/L1 -0.00

843

Bi-linearZ2; Bi-


1(HYD) -0 1437 19 0 0 0 -0

2(OPE) -0 971 13 0 0 0 -0

3(SUS) -0 958 12 0 0 0 -0

4(EXP) 0 13 0 0 0 0 0

MAX -0/L3 1437/L1 19/L1 -0.00

844

Bi-linear

Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) 0 2501 13 0 0 0 0

2(OPE) 0 1690 9 0 0 0 0

3(SUS) 0 1668 9 0 0 0 0

4(EXP) -0 23 0 0 0 0 -0

MAX 0/L3 2501/L1 13/L1 0.00






845

Bi-linearX2; Bi-


1(HYD) 0 1658 690 0 0 0 0

2(OPE) 0 1120 466 0 0 0 0

3(SUS) 0 1105 460 0 0 0 0

4(EXP) -0 15 6 0 0 0 -0

MAX 0/L3 1658/L1 690/L1 0.00

846

Bi-linearX2; Bi-


1(HYD) -0 295 293 0 0 0 -0

2(OPE) -0 199 198 0 0 0 -0

3(SUS) -0 196 196 0 0 0 -0

4(EXP) -0 3 3 0 0 0 -0

MAX -0/L1 295/L1 293/L1 -0.00

847

Bi-linearX2; Bi-


1(HYD) 0 -292 -292 0 0 0 0

2(OPE) 0 -197 -197 0 0 0 0 3(SUS) 0 -195 -194 0 0 0 0

4(EXP) -0 -3 -3 0 0 0 -0

MAX 0/L3 -292/L1 -292/L1 0.00

848

Bi-linearX2; Bi-







1(HYD) 0 -1260 -1259 0 0 0 0

2(OPE) 0 -852 -851 0 0 0 0

3(SUS) 0 -840 -839 0 0 0 0

4(EXP) 0 -12 -12 0 0 0 0

MAX 0/L1 -1260/L1 -1259/L1 0.00

849

Bi-linearX2; Bi-


1(HYD) 0 -2168 -2166 0 0 0 0

2(OPE) -0 -1465 -1464 0 0 0 -0

3(SUS) -0 -1445 -1444 0 0 0 -0 4(EXP) 0 -20 -20 0 0 0 0

MAX -0/L3 -2168/L1 -2166/L1 -0.00

850

Bi-linearX2; Bi-


1(HYD) -0 -1659 -691 0 0 0 -0

2(OPE) -0 -1121 -467 0 0 0 -0

3(SUS) -0 -1106 -460 0 0 0 -0

4(EXP) 0 -15 -6 0 0 0 0

MAX -0/L3 -1659/L1 -691/L1 -0.00

851

Bi-linearZ2; Bi-


1(HYD) -0 -1432 -19 0 0 0 -0

2(OPE) -0 -967 -13 0 0 0 -0

3(SUS) -0 -954 -13 0 0 0 -0

4(EXP) -0 -13 -0 0 0 0 -0






MAX -0/L1 -1432/L1 -19/L1 -0.00

852

Bi-linearZ2; Bi-


1(HYD) -0 -195 -18 0 0 0 -0

2(OPE) -0 -131 -12 0 0 0 -0

3(SUS) -0 -130 -12 0 0 0 -0

4(EXP) -0 -2 -0 0 0 0 -0

MAX -0/L1 -195/L1 -18/L1 -0.00

853Bi-linearZ2; Bi-


1(HYD) -1 187 -22 0 0 0 -0

2(OPE) -0 126 -15 0 0 0 -0

3(SUS) -0 124 -15 0 0 0 -0

4(EXP) -0 2 -0 0 0 0 -0

MAX -1/L1 187/L1 -22/L1 -0.00

854

Bi-linearZ2; Bi-

linear X2;

Bi-linear Y21(HYD) 1 179 -110 0 0 0 0

2(OPE) 1 121 -75 0 0 0 0

3(SUS) 1 119 -74 0 0 0 0

4(EXP) 0 2 -1 0 0 0 0

MAX 1/L1 179/L1 -110/L1 0.00

855Bi-linear

Z2; Bi-







1(HYD) -1 -3 -98 0 0 0 -0

2(OPE) -1 -2 -66 0 0 0 -0

3(SUS) -1 -2 -65 0 0 0 -0

4(EXP) -0 -0 -1 0 0 0 -0

MAX -1/L1 -3/L1 -98/L1 -0.00

856

Bi-linearZ2; Bi-


1(HYD) 0 -0 22 0 0 0 0 2(OPE) 0 -0 15 0 0 0 0

3(SUS) 0 -0 15 0 0 0 0

4(EXP) 0 -0 0 0 0 0 0

MAX 0/L1 -0/L1 22/L1 0.00

857

Bi-linearZ2; Bi-


1(HYD) -0 0 122 0 0 0 -0

2(OPE) -0 0 83 0 0 0 -0

3(SUS) -0 0 82 0 0 0 -0

4(EXP) -0 0 1 0 0 0 -0 MAX -0/L1 0/L1 122/L1 -0.00

900

Bi-linearX2; Bi-

linear Z2;Bi-linear

Y2; Bi-linear Z2;






Bi-linearX2; Bi-

linear Y2

1(HYD) 83 -0 979 0 0 0 0

2(OPE) 56 0 663 0 0 0 0

3(SUS) 55 0 653 0 0 0 0

4(EXP) 1 -0 10 0 0 0 0

MAX 83/L1 -0/L1 979/L1 0.01

901

Bi-linearX2; Bi-

linear Z2;

Bi-linear Y21(HYD) 17 0 -0 0 0 0 0

2(OPE) 12 0 -0 0 0 0 0

3(SUS) 12 0 -0 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 17/L1 0/L1 -0/L1 0.01

902

Bi-linearX2; Bi-


1(HYD) 38 -0 0 0 0 0 0

2(OPE) 25 -0 0 0 0 0 0

3(SUS) 25 -0 0 0 0 0 0 4(EXP) 0 -0 0 0 0 0 0

MAX 38/L1 -0/L2 0/L1 0.02

903

Bi-linearX2; Bi-


1(HYD) 107 0 -0 0 0 0 0






2(OPE) 72 0 -0 0 0 0 0

3(SUS) 71 0 -0 0 0 0 0

4(EXP) 1 0 -0 0 0 0 0

MAX 107/L1 0/L1 -0/L1 0.07

904

Bi-linearX2; Bi-


1(HYD) 275 -0 1 0 0 0 0

2(OPE) 186 -0 1 0 0 0 0

3(SUS) 183 -0 1 0 0 0 0

4(EXP) 2 -0 0 0 0 0 0 MAX 275/L1 -0/L2 1/L1 0.20

905

Bi-linearZ2; Bi-


1(HYD) -383 1 -13 0 0 0 -0

2(OPE) -259 0 -9 0 0 0 -0

3(SUS) -255 0 -9 0 0 0 -0

4(EXP) -4 0 -0 0 0 0 -0

MAX -383/L1 1/L1 -13/L1 -0.07

906Bi-linear

X2; Bi-linear X2;

Bi-linear Y2

1(HYD) 175 -3 -188 0 0 0 -0

2(OPE) 118 -3 -127 0 0 0 -0

3(SUS) 117 -3 -125 0 0 0 -0

4(EXP) 2 0 -2 0 0 0 -0

MAX 175/L1 -3/L3 -188/L1 -0.28






910

Bi-linearX2; Bi-

linear Z2;Bi-linear


X2; Bi-linear Y2

1(HYD) 2700 -0 823 0 0 0 0

2(OPE) 1824 -0 557 0 0 0 0

3(SUS) 1800 -0 549 0 0 0 0

4(EXP) 24 -0 9 0 0 0 0

MAX 2700/L1 -0/L1 823/L1 0.57

911

Bi-linearX2; Bi-


1(HYD) 79 1 -73 0 0 0 0

2(OPE) 53 1 -50 0 0 0 0

3(SUS) 53 1 -49 0 0 0 0

4(EXP) 1 0 -1 0 0 0 0

MAX 79/L1 1/L1 -73/L1 0.78

912

Bi-linearX2; Bi-


1(HYD) 63 -0 736 0 0 0 1

2(OPE) 43 -0 497 0 0 0 0

3(SUS) 42 -0 491 0 0 0 0

4(EXP) 1 -0 7 0 0 0 0






MAX 63/L1 -0/L1 736/L1 1.00

913

Bi-linearX2; Bi-


1(HYD) 27 0 -173 0 0 0 1

2(OPE) 18 0 -117 0 0 0 0

3(SUS) 18 0 -115 0 0 0 0

4(EXP) 0 -0 -2 0 0 0 0

MAX 27/L1 0/L1 -173/L1 1.05

914Bi-linearX2; Bi-


1(HYD) 28 0 -2013 0 0 0 1

2(OPE) 19 0 -1361 0 0 0 0

3(SUS) 19 0 -1342 0 0 0 0

4(EXP) 0 0 -19 0 0 0 0

MAX 28/L1 0/L1 -2013/L1 1.11

915

Bi-linearX2; Bi-

linear Z2;

Bi-linear Y21(HYD) 26 0 -5063 0 0 0 1

2(OPE) 17 0 -3423 0 0 0 0

3(SUS) 17 0 -3376 0 0 0 0

4(EXP) 0 0 -47 0 0 0 0

MAX 26/L1 0/L1 -5063/L1 1.17

916Bi-linear

X2; Bi-







1(HYD) 4861 0 -4871 0 0 0 1

2(OPE) 3285 0 -3292 0 0 0 0

3(SUS) 3240 0 -3247 0 0 0 0

4(EXP) 45 0 -45 0 0 0 0

MAX 4861/L1 0/L1 -4871/L1 1.33

917

Bi-linearZ2; Bi-


1(HYD) 43 -0 -14 0 0 0 0 2(OPE) 28 -0 -9 0 0 0 0

3(SUS) 28 -0 -9 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 43/L1 -0/L1 -14/L1 0.00

918

Bi-linearX2; Bi-


1(HYD) 118 -3 -131 0 0 0 -0

2(OPE) 80 -3 -88 0 0 0 -0

3(SUS) 79 -3 -87 0 0 0 -0

4(EXP) 1 0 -1 0 0 0 -0 MAX 118/L1 -3/L1 -131/L1 -0.30

920

Bi-linearZ2; Bi-


1(HYD) 4163 -0 -41 0 0 0 1

2(OPE) 2814 -0 -28 0 0 0 0






3(SUS) 2775 -0 -27 0 0 0 0

4(EXP) 39 -0 -0 0 0 0 0

MAX 4163/L1 -0/L1 -41/L1 1.16

921

Bi-linearZ2; Bi-


1(HYD) 1862 -0 -46 0 0 0 0

2(OPE) 1258 -0 -31 0 0 0 0

3(SUS) 1241 -0 -31 0 0 0 0

4(EXP) 17 -0 -0 0 0 0 0

MAX 1862/L1 -0/L1 -46/L1 0.44

922

Bi-linearZ2; Bi-


1(HYD) 237 -0 -45 0 0 0 0

2(OPE) 160 -0 -31 0 0 0 0

3(SUS) 158 -0 -30 0 0 0 0

4(EXP) 2 -0 -0 0 0 0 0

MAX 237/L1 -0/L1 -45/L1 0.05

923

Bi-linear

Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) -255 -0 -55 0 0 0 -0

2(OPE) -172 -0 -37 0 0 0 -0

3(SUS) -170 -0 -37 0 0 0 -0

4(EXP) -2 -0 -0 0 0 0 -0

MAX -255/L1 -0/L2 -55/L1 -0.04






924

Bi-linearZ2; Bi-


1(HYD) -236 0 -270 0 0 0 -0

2(OPE) -160 0 -182 0 0 0 -0

3(SUS) -157 0 -180 0 0 0 -0

4(EXP) -2 0 -2 0 0 0 -0

MAX -236/L1 0/L2 -270/L1 -0.00

925

Bi-linearZ2; Bi-


1(HYD) 6 -0 -481 0 0 0 0

2(OPE) 4 -0 -325 0 0 0 0

3(SUS) 4 -0 -321 0 0 0 0

4(EXP) 0 0 -4 0 0 0 0

MAX 6/L1 -0/L3 -481/L1 0.00

926

Bi-linearZ2; Bi-


1(HYD) -6 0 -333 0 0 0 -0

2(OPE) -4 0 -225 0 0 0 -0 3(SUS) -4 0 -222 0 0 0 -0

4(EXP) -0 -0 -3 0 0 0 -0

MAX -6/L1 0/L3 -333/L1 -0.00

930

Bi-linearZ2; Bi-

linear X2;Bi-linear







Z2; Bi-linear Y2

1(HYD) 125 0 -769 0 0 0 0

2(OPE) 84 0 -520 0 0 0 0

3(SUS) 83 0 -513 0 0 0 0

4(EXP) 1 0 -7 0 0 0 0

MAX 125/L1 0/L1 -769/L1 0.00

931

Bi-linear


1(HYD) 1 -0 476 0 0 0 0

2(OPE) 0 -0 322 0 0 0 0

3(SUS) 0 -0 317 0 0 0 0

4(EXP) 0 0 4 0 0 0 0

MAX 1/L1 -0/L2 476/L1 0.00

932

Bi-linearZ2; Bi-


1(HYD) -1 -0 511 0 0 0 -0 2(OPE) -1 -0 345 0 0 0 -0

3(SUS) -1 -0 340 0 0 0 -0

4(EXP) -0 0 5 0 0 0 -0

MAX -1/L1 -0/L3 511/L1 -0.00

933Bi-linear

Z2; Bi-linear X2;






Bi-linear Y2

1(HYD) 5 -0 513 0 0 0 0

2(OPE) 3 -0 347 0 0 0 0

3(SUS) 3 -0 342 0 0 0 0

4(EXP) 0 0 5 0 0 0 0

MAX 5/L1 -0/L2 513/L1 0.00

934

Bi-linearZ2; Bi-


1(HYD) -252 -0 260 0 0 0 -0

2(OPE) -170 -0 175 0 0 0 -0 3(SUS) -168 -0 173 0 0 0 -0

4(EXP) -2 0 2 0 0 0 -0

MAX -252/L1 -0/L1 260/L1 -0.01

935

Bi-linearZ2; Bi-


1(HYD) -308 0 53 0 0 0 -0

2(OPE) -208 0 36 0 0 0 -0

3(SUS) -205 0 35 0 0 0 -0

4(EXP) -3 -0 0 0 0 0 -0

MAX -308/L1 0/L1 53/L1 -0.05

936

Bi-linearZ2; Bi-


1(HYD) 210 0 43 0 0 0 0

2(OPE) 142 0 29 0 0 0 0

3(SUS) 140 0 29 0 0 0 0






4(EXP) 2 -0 0 0 0 0 0

MAX 210/L1 0/L1 43/L1 0.05

937

Bi-linearZ2; Bi-


1(HYD) 1992 0 44 0 0 0 0

2(OPE) 1347 0 30 0 0 0 0

3(SUS) 1328 0 29 0 0 0 0

4(EXP) 19 -0 0 0 0 0 0

MAX 1992/L1 0/L1 44/L1 0.47

938

Bi-linearZ2; Bi-


1(HYD) 4640 -0 39 0 0 0 1

2(OPE) 3136 -0 26 0 0 0 0

3(SUS) 3093 -0 26 0 0 0 0

4(EXP) 43 0 0 0 0 0 0

MAX 4640/L1 -0/L1 39/L1 1.29

939

Bi-linearX2; Bi-


1(HYD) 5128 -0 5133 0 0 0 1

2(OPE) 3466 -0 3469 0 0 0 1

3(SUS) 3419 -0 3422 0 0 0 1

4(EXP) 47 0 47 0 0 0 0

MAX 5128/L1 -0/L1 5133/L1 1.57

940 Bi-linear






X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) 31 -0 5069 0 0 0 1

2(OPE) 21 -0 3426 0 0 0 0

3(SUS) 21 -0 3379 0 0 0 0

4(EXP) 0 0 47 0 0 0 0

MAX 31/L1 -0/L1 5069/L1 1.44

941

Bi-linearX2; Bi-

linear Z2;

Bi-linear Y21(HYD) 35 0 2042 0 0 0 1

2(OPE) 24 0 1380 0 0 0 0

3(SUS) 24 0 1361 0 0 0 0

4(EXP) 0 -0 19 0 0 0 0

MAX 35/L1 0/L1 2042/L1 1.39

942

Bi-linearX2; Bi-


1(HYD) 34 0 140 0 0 0 1

2(OPE) 23 0 95 0 0 0 0

3(SUS) 23 0 93 0 0 0 0 4(EXP) 0 -0 1 0 0 0 0

MAX 34/L1 0/L1 140/L1 1.35

943

Bi-linearX2; Bi-


1(HYD) 42 0 -382 0 0 0 1






2(OPE) 28 0 -258 0 0 0 0

3(SUS) 28 0 -255 0 0 0 0

4(EXP) 0 0 -4 0 0 0 0

MAX 42/L1 0/L1 -382/L1 1.31

944

Bi-linearX2; Bi-


1(HYD) 191 -0 -242 0 0 0 1

2(OPE) 129 -0 -163 0 0 0 0

3(SUS) 127 -0 -161 0 0 0 0

4(EXP) 2 0 -2 0 0 0 0 MAX 191/L1 -0/L1 -242/L1 1.24

945

Bi-linearX2; Bi-


1(HYD) 225 0 -27 0 0 0 0

2(OPE) 152 0 -18 0 0 0 0

3(SUS) 150 0 -18 0 0 0 0

4(EXP) 2 0 -0 0 0 0 0

MAX 225/L1 0/L1 -27/L1 0.83

946Bi-linear

X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) -6 1 -358 0 0 0 -0

2(OPE) -4 1 -242 0 0 0 -0

3(SUS) -4 1 -239 0 0 0 -0

4(EXP) -0 -0 -3 0 0 0 -0

MAX -6/L1 1/L1 -358/L1 -0.22






947

Bi-linearX2; Bi-


1(HYD) -12 1 -40 0 0 0 -0

2(OPE) -8 1 -27 0 0 0 -0

3(SUS) -8 1 -27 0 0 0 -0

4(EXP) -0 -0 -0 0 0 0 -0

MAX -12/L1 1/L1 -40/L1 -0.45

948

Bi-linear


1(HYD) -13 -0 33 0 0 0 -0

2(OPE) -8 -0 22 0 0 0 -0

3(SUS) -8 -0 22 0 0 0 -0

4(EXP) -0 -0 0 0 0 0 -0

MAX -13/L1 -0/L1 33/L1 -0.68

949

Bi-linearX2; Bi-


1(HYD) -14 -1 34 0 0 0 -0 2(OPE) -10 -1 23 0 0 0 -0

3(SUS) -10 -1 23 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -14/L1 -1/L1 34/L1 -0.78

950Bi-linear

X2; Bi-linear Z2;






Bi-linearY2; Bi-

linear Z2;Bi-linear

X2; Bi-linear Y2

1(HYD) 1450 -0 867 0 0 0 0

2(OPE) 980 -0 587 0 0 0 0

3(SUS) 967 -0 578 0 0 0 0

4(EXP) 13 0 9 0 0 0 0

MAX 1450/L1 -0/L3 867/L1 0.46

951Bi-linearX2; Bi-


1(HYD) 234 -0 1 0 0 0 0

2(OPE) 158 -0 1 0 0 0 0

3(SUS) 156 -0 1 0 0 0 0

4(EXP) 2 0 0 0 0 0 0

MAX 234/L1 -0/L2 1/L1 0.13

952

Bi-linearX2; Bi-

linear Z2;

Bi-linear Y21(HYD) -26 -8 28 0 0 0 -1

2(OPE) -17 -8 19 0 0 0 -0

3(SUS) -17 -8 19 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -26/L1 -8/L1 28/L1 -1.01

953Bi-linear

X2; Bi-







1(HYD) -32 -18 7 0 0 0 -1

2(OPE) -21 -18 5 0 0 0 -0

3(SUS) -21 -18 5 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -32/L1 -18/L1 7/L1 -1.24

954

Bi-linearZ2; Bi-


1(HYD) 739 0 -6 0 0 0 0 2(OPE) 499 0 -4 0 0 0 0

3(SUS) 492 0 -4 0 0 0 0

4(EXP) 7 -0 -0 0 0 0 0

MAX 739/L1 0/L1 -6/L1 0.16

955

Bi-linearZ2; Bi-


1(HYD) -400 -0 -10 0 0 0 -0

2(OPE) -271 -0 -7 0 0 0 -0

3(SUS) -267 -0 -7 0 0 0 -0

4(EXP) -4 -0 -0 0 0 0 -0 MAX -400/L1 -0/L1 -10/L1 -0.10

956

Bi-linearX2; Bi-


1(HYD) 62 -3 -77 0 0 0 -0

2(OPE) 42 -3 -52 0 0 0 -0






3(SUS) 41 -3 -51 0 0 0 -0

4(EXP) 1 0 -1 0 0 0 -0

MAX 62/L1 -3/L1 -77/L1 -0.38

960

Bi-linearX2; Bi-

linear Z2;Bi-linear


X2; Bi-linear Y2

1(HYD) 71 0 120 0 0 0 0

2(OPE) 48 0 81 0 0 0 0

3(SUS) 47 0 80 0 0 0 0

4(EXP) 1 0 1 0 0 0 0

MAX 71/L1 0/L1 120/L1 0.01

961

Bi-linearX2; Bi-


1(HYD) 6 -0 0 0 0 0 0

2(OPE) 4 -0 0 0 0 0 0

3(SUS) 4 -0 0 0 0 0 0 4(EXP) 0 0 0 0 0 0 0

MAX 6/L1 -0/L2 0/L1 0.00

962

Bi-linearX2; Bi-


1(HYD) 1 0 -0 0 0 0 0






2(OPE) 1 0 -0 0 0 0 0

3(SUS) 1 0 -0 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 1/L1 0/L1 -0/L1 0.00

963

Bi-linearX2; Bi-


1(HYD) 0 -0 0 0 0 0 0

2(OPE) 0 -0 0 0 0 0 0

3(SUS) 0 -0 0 0 0 0 0

4(EXP) 0 0 0 0 0 0 0 MAX 0/L2 -0/L1 0/L1 0.00

964

Bi-linearX2; Bi-


1(HYD) 0 2 -0 0 0 0 0

2(OPE) 0 2 -0 0 0 0 0

3(SUS) 0 2 -0 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 0/L2 2/L1 -0/L1 0.00

965Bi-linear

X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) -0 1 -1 0 0 0 -0

2(OPE) 0 1 -0 0 0 0 0

3(SUS) -0 1 -0 0 0 0 -0

4(EXP) 0 0 -0 0 0 0 0

MAX 0/L4 1/L1 -1/L1 0.00






966

Bi-linearX2; Bi-


1(HYD) -0 -3 0 0 0 0 -0

2(OPE) 0 -3 0 0 0 0 0

3(SUS) -0 -3 0 0 0 0 -0

4(EXP) 0 0 0 0 0 0 0

MAX 0/L4 -3/L1 0/L1 0.00

967

Bi-linear


1(HYD) -0 -15 3 0 0 0 -0

2(OPE) 0 -15 2 0 0 0 0

3(SUS) -0 -15 2 0 0 0 -0

4(EXP) 0 0 0 0 0 0 0

MAX 0/L4 -15/L1 3/L1 0.00

968

Bi-linearZ2; Bi-


1(HYD) 24 1 -6 0 0 0 0 2(OPE) 16 1 -4 0 0 0 0

3(SUS) 16 1 -4 0 0 0 0

4(EXP) 0 -0 -0 0 0 0 0

MAX 24/L1 1/L1 -6/L1 0.00

970Bi-linear

X2; Bi-linear Z2;






Bi-linear Y2

1(HYD) -0 -17 5 0 0 0 -0

2(OPE) 0 -16 3 0 0 0 0

3(SUS) -0 -16 3 0 0 0 -0

4(EXP) 0 0 0 0 0 0 0

MAX 0/L4 -17/L1 5/L1 0.00

971

Bi-linearZ2; Bi-


1(HYD) 1 1 -12 0 0 0 0

2(OPE) 1 1 -8 0 0 0 0 3(SUS) 1 1 -8 0 0 0 0

4(EXP) 0 -0 -0 0 0 0 0

MAX 1/L1 1/L1 -12/L1 0.00

972

Bi-linearZ2; Bi-


1(HYD) -3 -0 -13 0 0 0 -0

2(OPE) -2 -0 -8 0 0 0 -0

3(SUS) -2 -0 -8 0 0 0 -0

4(EXP) -0 -0 -0 0 0 0 -0

MAX -3/L1 -0/L1 -13/L1 -0.00

973

Bi-linearZ2; Bi-


1(HYD) -3 -1 -14 0 0 0 -0

2(OPE) -2 -1 -10 0 0 0 -0

3(SUS) -2 -1 -10 0 0 0 -0






4(EXP) -0 -0 -0 0 0 0 -0

MAX -3/L1 -1/L1 -14/L1 -0.00

974

Bi-linearZ2; Bi-


1(HYD) -2 -8 -26 0 0 0 -0

2(OPE) -1 -8 -17 0 0 0 -0

3(SUS) -1 -8 -17 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -2/L1 -8/L1 -26/L1 -0.00

975

Bi-linearZ2; Bi-


1(HYD) -0 -18 -32 0 0 0 -0

2(OPE) -0 -18 -21 0 0 0 -0

3(SUS) -0 -18 -21 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -0/L1 -18/L1 -32/L1 -0.00

990 Rigid +Y

1(HYD) 0 -289 -37 0 0 0 0

2(OPE) 7 -288 -25 0 0 0 0 3(SUS) 0 -288 -25 0 0 0 0

4(EXP) 7 0 -0 0 0 0 0

MAX 7/L2 -289/L1 -37/L1 0.00

1010


linear X2;






Bi-linear Z2

1(HYD) 0 -17 151 0 0 0 0

2(OPE) -0 -17 102 0 0 0 -0

3(SUS) 0 -17 101 0 0 0 0

4(EXP) -0 0 1 0 0 0 -0

MAX -0/L4 -17/L1 151/L1 -0.00

1011

Bi-linearX2; Bi-


1(HYD) 0 -15 107 0 0 0 0

2(OPE) -0 -15 72 0 0 0 -0 3(SUS) 0 -15 71 0 0 0 0

4(EXP) -0 0 1 0 0 0 -0

MAX -0/L4 -15/L1 107/L1 -0.00

1012

Bi-linearX2; Bi-


1(HYD) 0 -3 109 0 0 0 0

2(OPE) -0 -3 73 0 0 0 -0

3(SUS) 0 -3 72 0 0 0 0

4(EXP) -0 0 1 0 0 0 -0

MAX -0/L4 -3/L1 109/L1 -0.00

1013

Bi-linearX2; Bi-


1(HYD) 0 3 -381 0 0 0 0

2(OPE) -0 3 -258 0 0 0 -0

3(SUS) 0 3 -254 0 0 0 0






4(EXP) -0 0 -4 0 0 0 -0

MAX -0/L4 3/L1 -381/L1 -0.00

1014

Bi-linearX2; Bi-


1(HYD) 0 5 -2604 0 0 0 0

2(OPE) -0 5 -1762 0 0 0 -0

3(SUS) 0 5 -1738 0 0 0 0

4(EXP) -0 0 -24 0 0 0 -0

MAX -0/L4 5/L1 -2604/L1 -0.00

1200

Bi-linearX2; Bi-


1(HYD) -4 -17 0 0 0 0 -0

2(OPE) -3 -16 0 0 0 0 -0

3(SUS) -2 -16 0 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -4/L1 -17/L1 0/L1 -0.30

1220 Rigid +Y

1(HYD) -87 -289 0 0 0 0 -0

2(OPE) -86 -288 0 0 0 0 -0 3(SUS) -86 -288 0 0 0 0 -0

4(EXP) 0 0 -0 0 0 0 -0

MAX -87/L1 -289/L1 0/L1 -0.27

1240

Bi-linearZ2; Bi-

linear Y2;Rigid GUI;






4(EXP) -0 0 0 0 0 0 -0

MAX -11/L1 2/L1 7/L1 -0.21

1244

Bi-linearX2; Bi-


1(HYD) -15 2 -52 0 0 0 -0

2(OPE) -10 2 -33 0 0 0 -0

3(SUS) -9 2 -33 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -15/L1 2/L1 -52/L1 -0.17

1250

Bi-linearX2; Bi-

linear Z2;Bi-linear


X2; Bi-linear Y2

1(HYD) -362 -1 992 0 0 0 -0

2(OPE) -237 -1 672 0 0 0 -0

3(SUS) -234 -1 662 0 0 0 -0

4(EXP) -3 0 10 0 0 0 -0 MAX -362/L1 -1/L1 992/L1 -0.14

1251

Bi-linearZ2; Bi-


1(HYD) -257 0 -5 0 0 0 -0

2(OPE) -168 0 -4 0 0 0 -0






3(SUS) -166 0 -4 0 0 0 -0

4(EXP) -2 0 -0 0 0 0 -0

MAX -257/L1 0/L1 -5/L1 -0.05

1252

Bi-linearZ2; Bi-


1(HYD) 343 -0 -10 0 0 0 0

2(OPE) 232 -0 -7 0 0 0 0

3(SUS) 229 -0 -6 0 0 0 0

4(EXP) 3 0 -0 0 0 0 0

MAX 343/L1 -0/L1 -10/L1 0.09

1253

Bi-linearX2; Bi-


1(HYD) -131 -3 -145 0 0 0 0

2(OPE) -89 -3 -98 0 0 0 0

3(SUS) -88 -3 -97 0 0 0 0

4(EXP) -1 0 -1 0 0 0 0

MAX -131/L1 -3/L1 -145/L1 0.33

1260

Bi-linear

X2; Bi-linear Z2;Bi-linear


X2; Bi-linear Y2

1(HYD) -170 -0 -251 0 0 0 -0






2(OPE) -111 -0 -170 0 0 0 -0

3(SUS) -110 -0 -167 0 0 0 -0

4(EXP) -1 0 -2 0 0 0 -0

MAX -170/L1 -0/L2 -251/L1 -0.05

1261

Bi-linearX2; Bi-


1(HYD) -24 0 -0 0 0 0 -0

2(OPE) -15 0 -0 0 0 0 -0

3(SUS) -15 0 -0 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0 MAX -24/L1 0/L1 -0/L1 -0.01

1262

Bi-linearX2; Bi-


1(HYD) 1 0 0 0 0 0 0

2(OPE) 1 0 0 0 0 0 0

3(SUS) 1 0 0 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX 1/L1 0/L1 0/L1 0.00

1263Bi-linear

X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) 27 -0 -0 0 0 0 0

2(OPE) 18 -0 -0 0 0 0 0

3(SUS) 18 -0 -0 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 27/L1 -0/L2 -0/L1 0.01






1264

Bi-linearX2; Bi-


1(HYD) 98 0 0 0 0 0 0

2(OPE) 66 0 0 0 0 0 0

3(SUS) 65 0 0 0 0 0 0

4(EXP) 1 0 0 0 0 0 0

MAX 98/L1 0/L1 0/L1 0.06

1265

Bi-linear


1(HYD) -81 -0 6 0 0 0 -0

2(OPE) -53 -0 4 0 0 0 -0

3(SUS) -53 -0 4 0 0 0 -0

4(EXP) -1 -0 0 0 0 0 -0

MAX -81/L1 -0/L1 6/L1 -0.01

1266

Bi-linearZ2; Bi-


1(HYD) -7 0 11 0 0 0 -0 2(OPE) -5 0 8 0 0 0 -0

3(SUS) -5 0 8 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -7/L1 0/L1 11/L1 -0.00

1267Bi-linear

Z2; Bi-linear X2;






Bi-linear Y2

1(HYD) 16 0 23 0 0 0 0

2(OPE) 11 0 16 0 0 0 0

3(SUS) 10 0 15 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX 16/L1 0/L1 23/L1 0.00

1268

Bi-linearZ2; Bi-


1(HYD) 9 1 45 0 0 0 0

2(OPE) 6 1 31 0 0 0 0 3(SUS) 6 1 30 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX 9/L1 1/L1 45/L1 0.00

1269

Bi-linearZ2; Bi-


1(HYD) 0 -1 49 0 0 0 0

2(OPE) 0 -1 33 0 0 0 0

3(SUS) 0 -1 33 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX 0/L1 -1/L1 49/L1 0.00

1270

Bi-linearX2; Bi-

linear Z2;Bi-linear







X2; Bi-linear Y2

1(HYD) 1104 0 1083 0 0 0 0

2(OPE) 746 0 733 0 0 0 0

3(SUS) 736 0 722 0 0 0 0

4(EXP) 10 0 11 0 0 0 0

MAX 1104/L1 0/L1 1083/L1 0.21

1271

Bi-linearZ2; Bi-


1(HYD) -0 -7 42 0 0 0 -0 2(OPE) -0 -7 29 0 0 0 -0

3(SUS) -0 -7 28 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -0/L1 -7/L1 42/L1 -0.00

1272

Bi-linearZ2; Bi-


1(HYD) -0 -18 48 0 0 0 -0

2(OPE) -0 -18 33 0 0 0 -0

3(SUS) -0 -18 32 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0 MAX -0/L1 -18/L1 48/L1 -0.00

1273

Bi-linearZ2; Bi-


1(HYD) 503 0 -13 0 0 0 0

2(OPE) 340 0 -9 0 0 0 0






3(SUS) 335 0 -9 0 0 0 0

4(EXP) 5 0 -0 0 0 0 0

MAX 503/L1 0/L1 -13/L1 0.09

1274

Bi-linearX2; Bi-


1(HYD) -205 -3 -218 0 0 0 0

2(OPE) -139 -3 -147 0 0 0 0

3(SUS) -137 -3 -145 0 0 0 0

4(EXP) -2 0 -2 0 0 0 0

MAX -205/L1 -3/L1 -218/L1 0.27

1280

Bi-linearX2; Bi-


1(HYD) 525 -0 -6 0 0 0 0

2(OPE) 355 -0 -4 0 0 0 0

3(SUS) 350 -0 -4 0 0 0 0

4(EXP) 5 0 -0 0 0 0 0

MAX 525/L1 -0/L1 -6/L1 0.95

1281

Bi-linear

X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) 287 0 256 0 0 0 1

2(OPE) 194 0 173 0 0 0 0

3(SUS) 191 0 171 0 0 0 0

4(EXP) 3 0 2 0 0 0 0

MAX 287/L1 0/L1 256/L1 1.44






1282

Bi-linearX2; Bi-


1(HYD) 48 -0 334 0 0 0 1

2(OPE) 32 -0 226 0 0 0 1

3(SUS) 32 -0 223 0 0 0 1

4(EXP) 0 0 3 0 0 0 0

MAX 48/L1 -0/L1 334/L1 1.50

1283

Bi-linearX2; Bi-


1(HYD) 39 -0 -180 0 0 0 1

2(OPE) 26 -0 -121 0 0 0 1

3(SUS) 26 -0 -120 0 0 0 1

4(EXP) 0 0 -2 0 0 0 0

MAX 39/L1 -0/L1 -180/L1 1.54

1284

Bi-linearX2; Bi-


1(HYD) 40 -0 -2009 0 0 0 1

2(OPE) 27 -0 -1358 0 0 0 1 3(SUS) 27 -0 -1339 0 0 0 1

4(EXP) 0 0 -19 0 0 0 0

MAX 40/L1 -0/L1 -2009/L1 1.58

1285

Bi-linearX2; Bi-







1(HYD) 35 0 -4816 0 0 0 1

2(OPE) 24 0 -3256 0 0 0 1

3(SUS) 24 0 -3211 0 0 0 1

4(EXP) 0 0 -45 0 0 0 0

MAX 35/L1 0/L1 -4816/L1 1.62

1286

Bi-linearX2; Bi-


1(HYD) 5116 0 -5115 0 0 0 1

2(OPE) 3457 0 -3457 0 0 0 1

3(SUS) 3410 0 -3410 0 0 0 1 4(EXP) 47 0 -47 0 0 0 0

MAX 5116/L1 0/L1 -5115/L1 1.71

1290

Bi-linearZ2; Bi-


1(HYD) 4865 0 -35 0 0 0 1

2(OPE) 3288 0 -23 0 0 0 0

3(SUS) 3243 0 -23 0 0 0 0

4(EXP) 45 0 -0 0 0 0 0

MAX 4865/L1 0/L1 -35/L1 1.35

1291

Bi-linearZ2; Bi-


1(HYD) 2016 -0 -39 0 0 0 0

2(OPE) 1363 -0 -26 0 0 0 0

3(SUS) 1344 -0 -26 0 0 0 0

4(EXP) 19 0 -0 0 0 0 0






MAX 2016/L1 -0/L2 -39/L1 0.48

1292

Bi-linearZ2; Bi-


1(HYD) 175 -0 -38 0 0 0 0

2(OPE) 119 -0 -26 0 0 0 0

3(SUS) 117 -0 -25 0 0 0 0

4(EXP) 2 0 -0 0 0 0 0

MAX 175/L1 -0/L2 -38/L1 0.04

1293Bi-linearZ2; Bi-


1(HYD) -340 -0 -46 0 0 0 -0

2(OPE) -230 -0 -31 0 0 0 -0

3(SUS) -227 -0 -31 0 0 0 -0

4(EXP) -3 0 -0 0 0 0 -0

MAX -340/L1 -0/L2 -46/L1 -0.06

1294

Bi-linearZ2; Bi-

linear X2;

Bi-linear Y21(HYD) -269 0 -167 0 0 0 -0

2(OPE) -182 0 -113 0 0 0 -0

3(SUS) -180 0 -111 0 0 0 -0

4(EXP) -2 0 -1 0 0 0 -0

MAX -269/L1 0/L2 -167/L1 -0.01

1295Bi-linear

Z2; Bi-







1(HYD) 19 -0 -222 0 0 0 0

2(OPE) 13 -0 -150 0 0 0 0

3(SUS) 12 -0 -148 0 0 0 0

4(EXP) 0 0 -2 0 0 0 0

MAX 19/L1 -0/L2 -222/L1 0.00

1300

Bi-linearZ2; Bi-


1(HYD) -16 0 -281 0 0 0 -0 2(OPE) -11 0 -190 0 0 0 -0

3(SUS) -11 0 -187 0 0 0 -0

4(EXP) -0 0 -2 0 0 0 -0

MAX -16/L1 0/L2 -281/L1 -0.00

1310

Bi-linearZ2; Bi-

linear X2;Bi-linear


Z2; Bi-linear Y2

1(HYD) 1047 0 -1117 0 0 0 0

2(OPE) 708 0 -755 0 0 0 0

3(SUS) 698 0 -745 0 0 0 0

4(EXP) 10 0 -10 0 0 0 0

MAX 1047/L1 0/L1 -1117/L1 0.00

1311 Bi-linear






Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) 1 0 -87 0 0 0 0

2(OPE) 0 -0 -59 0 0 0 0

3(SUS) 0 -0 -59 0 0 0 0

4(EXP) 0 0 -1 0 0 0 0

MAX 1/L1 -0/L2 -87/L1 0.00

1312

Bi-linearZ2; Bi-

linear X2;

Bi-linear Y21(HYD) -0 -17 5 0 0 0 -0

2(OPE) -0 -17 3 0 0 0 -0

3(SUS) -0 -17 3 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -0/L1 -17/L1 5/L1 -0.00

1313

Bi-linearZ2; Bi-


1(HYD) -0 -0 81 0 0 0 -0

2(OPE) -0 -0 53 0 0 0 -0

3(SUS) -0 -0 52 0 0 0 -0 4(EXP) -0 0 0 0 0 0 -0

MAX -0/L1 -0/L2 81/L1 -0.00

1315

Bi-linearZ2; Bi-


1(HYD) 0 0 110 0 0 0 0






2(OPE) 0 0 72 0 0 0 0

3(SUS) 0 0 71 0 0 0 0

4(EXP) 0 0 1 0 0 0 0

MAX 0/L1 0/L1 110/L1 0.00

1316 Rigid +Y

1(HYD) -0 -287 86 0 0 0 -0

2(OPE) -0 -286 86 0 0 0 -0

3(SUS) -0 -286 86 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -0/L1 -287/L1 86/L1 -0.00

1317Bi-linear

X2; Bi-linear Y2;

Bi-linear Z2

1(HYD) -0 -0 111 0 0 0 -0

2(OPE) -0 -0 73 0 0 0 -0

3(SUS) -0 -0 72 0 0 0 -0

4(EXP) -0 0 1 0 0 0 -0

MAX -0/L1 -0/L1 111/L1 -0.00

1319

Bi-linearX2; Bi-

linear Y2;

Rigid GUI;Bi-linear Z2

1(HYD) 1 -15 5 0 0 0 0

2(OPE) 1 -15 4 0 0 0 0

3(SUS) 1 -15 4 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX 1/L1 -15/L1 5/L1 0.00

1320 Bi-linear






Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) -90 -0 75 0 0 0 -0

2(OPE) -60 -0 51 0 0 0 -0

3(SUS) -60 -0 50 0 0 0 -0

4(EXP) -1 0 1 0 0 0 -0

MAX -90/L1 -0/L1 75/L1 -0.00

1321

Bi-linearY2; Bi-

linear Z2;

Bi-linear X21(HYD) 0 2 56 0 0 0 0

2(OPE) 0 2 37 0 0 0 0

3(SUS) 0 2 36 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX 0/L1 2/L1 56/L1 0.00

1322

Bi-linearY2; Bi-


1(HYD) -0 1 11 0 0 0 -0

2(OPE) -0 1 8 0 0 0 -0

3(SUS) -0 1 7 0 0 0 -0 4(EXP) -0 0 0 0 0 0 -0

MAX -0/L1 1/L1 11/L1 -0.00

1323

Bi-linearY2; Bi-


1(HYD) -0 -3 9 0 0 0 -0






2(OPE) -0 -3 6 0 0 0 -0

3(SUS) -0 -3 6 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -0/L1 -3/L1 9/L1 -0.00

1324

Bi-linearY2; Bi-


1(HYD) -0 -16 10 0 0 0 -0

2(OPE) -0 -15 6 0 0 0 -0

3(SUS) -0 -15 6 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0 MAX -0/L1 -16/L1 10/L1 -0.00

1326

Bi-linearZ2; Bi-


1(HYD) 1 -15 11 0 0 0 0

2(OPE) 0 -14 7 0 0 0 0

3(SUS) 0 -14 7 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX 1/L1 -15/L1 11/L1 0.00

1327Bi-linear

Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) 0 -3 11 0 0 0 0

2(OPE) 0 -3 7 0 0 0 0

3(SUS) 0 -3 7 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX 0/L1 -3/L1 11/L1 0.00






1328

Bi-linearZ2; Bi-


1(HYD) -9 2 26 0 0 0 -0

2(OPE) -6 2 18 0 0 0 -0

3(SUS) -6 2 17 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -9/L1 2/L1 26/L1 -0.00

1329

Bi-linear


1(HYD) 42 1 45 0 0 0 0

2(OPE) 28 1 30 0 0 0 0

3(SUS) 28 1 29 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX 42/L1 1/L1 45/L1 0.00

1330

Bi-linearZ2; Bi-

linear X2;Bi-linear



X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) 922 0 12122 0 0 0 0






2(OPE) 625 0 8178 0 0 0 0

3(SUS) 615 0 8065 0 0 0 0

4(EXP) 11 0 113 0 0 0 0

MAX 922/L1 0/L1 12122/L1 0.05

1332

Bi-linearX2; Bi-


1(HYD) -108 -0 87 0 0 0 -0

2(OPE) -73 -0 58 0 0 0 -0

3(SUS) -72 -0 58 0 0 0 -0

4(EXP) -1 -0 1 0 0 0 -0 MAX -108/L1 -0/L2 87/L1 -0.52

1333

Bi-linearX2; Bi-


1(HYD) -137 0 146 0 0 0 -1

2(OPE) -92 0 99 0 0 0 -0

3(SUS) -91 0 97 0 0 0 -0

4(EXP) -1 -0 1 0 0 0 -0

MAX -137/L1 0/L1 146/L1 -1.11

1334Bi-linear

X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) -39 0 256 0 0 0 -1

2(OPE) -26 0 173 0 0 0 -0

3(SUS) -26 0 171 0 0 0 -0

4(EXP) -0 0 3 0 0 0 -0

MAX -39/L1 0/L1 256/L1 -1.22






1335

Bi-linearX2; Bi-


1(HYD) -33 0 -171 0 0 0 -1

2(OPE) -22 0 -115 0 0 0 -0

3(SUS) -22 0 -114 0 0 0 -0

4(EXP) -0 0 -1 0 0 0 -0

MAX -33/L1 0/L1 -171/L1 -1.30

1336

Bi-linear


1(HYD) -35 -0 -1576 0 0 0 -1

2(OPE) -24 -0 -1066 0 0 0 -0

3(SUS) -23 -0 -1051 0 0 0 -0

4(EXP) -0 0 -15 0 0 0 -0

MAX -35/L1 -0/L1 -1576/L1 -1.37

1337

Bi-linearX2; Bi-


1(HYD) -32 -0 -3621 0 0 0 -1 2(OPE) -21 -0 -2450 0 0 0 -0

3(SUS) -21 -0 -2414 0 0 0 -0

4(EXP) -0 0 -36 0 0 0 -0

MAX -32/L1 -0/L1 -3621/L1 -1.45

1338Bi-linear

X2; Bi-linear X2;






Bi-linear Y2

1(HYD) -4069 -0 -4064 0 0 0 -1

2(OPE) -2751 -0 -2748 0 0 0 -1

3(SUS) -2713 -0 -2709 0 0 0 -1

4(EXP) -38 0 -38 0 0 0 -0

MAX -4069/L1 -0/L1 -4064/L1 -1.51

1339

Bi-linearX2; Bi-


1(HYD) -5 -0 -517 0 0 0 -0

2(OPE) -4 -0 -349 0 0 0 -0 3(SUS) -4 -0 -345 0 0 0 -0

4(EXP) -0 0 -5 0 0 0 -0

MAX -5/L1 -0/L1 -517/L1 -0.20

1340

Bi-linearZ2; Bi-


1(HYD) -4117 -0 -23 0 0 0 -1

2(OPE) -2783 -0 -16 0 0 0 -0

3(SUS) -2745 -0 -15 0 0 0 -0

4(EXP) -38 -0 -0 0 0 0 -0

MAX -4117/L1 -0/L1 -23/L1 -1.14

1341

Bi-linearZ2; Bi-


1(HYD) -1640 0 -25 0 0 0 -0

2(OPE) -1109 0 -17 0 0 0 -0

3(SUS) -1093 0 -17 0 0 0 -0






4(EXP) -16 0 -0 0 0 0 -0

MAX -1640/L1 0/L1 -25/L1 -0.39

1342

Bi-linearZ2; Bi-


1(HYD) -10 -17 -6 0 0 0 -0

2(OPE) -7 -17 -4 0 0 0 -0

3(SUS) -7 -17 -4 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -10/L1 -17/L1 -6/L1 -0.00

1344 Rigid +Y

1(HYD) 0 -287 0 0 0 0 -0

2(OPE) 0 -286 0 0 0 0 -0

3(SUS) 0 -286 0 0 0 0 -0

4(EXP) 0 0 0 0 0 0 0

MAX -287/L1 -0.00

1346

Rigid GUI;Bi-linear

Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) -16 -15 -1 0 0 0 -0 2(OPE) -11 -15 -1 0 0 0 -0

3(SUS) -11 -15 -1 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -16/L1 -15/L1 -1/L1 -0.00

1347Bi-linear

Z2; Bi-linear X2;






Bi-linearY2; Bi-

linear X2;Bi-linear

Z2; Bi-linear Y2

1(HYD) -3 3 326 0 0 0 -0

2(OPE) -2 3 221 0 0 0 -0

3(SUS) -2 3 217 0 0 0 -0

4(EXP) 0 -0 4 0 0 0 0

MAX -3/L1 3/L1 326/L1 -0.00



1(HYD) -57 1 30 0 0 0 -0

2(OPE) -39 1 20 0 0 0 -0

3(SUS) -38 1 20 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -57/L1 1/L1 30/L1 -0.00

1349

Bi-linearZ2; Bi-

linear X2;

Bi-linear Y21(HYD) -462 -0 33 0 0 0 -0

2(OPE) -312 -0 22 0 0 0 -0

3(SUS) -308 -0 22 0 0 0 -0

4(EXP) -4 -0 0 0 0 0 -0

MAX -462/L1 -0/L1 33/L1 -0.05

1350Bi-linear

X2; Bi-







1(HYD) 30 0 3347 0 0 0 1

2(OPE) 20 0 2264 0 0 0 0

3(SUS) 20 0 2231 0 0 0 0

4(EXP) 0 0 32 0 0 0 0

MAX 30/L1 0/L1 3347/L1 1.37

1351

Bi-linearY2; Bi-


1(HYD) -101 0 -23 0 0 0 -0 2(OPE) -68 0 -15 0 0 0 -0

3(SUS) -67 0 -15 0 0 0 -0

4(EXP) -1 0 -0 0 0 0 -0

MAX -101/L1 0/L1 -23/L1 -0.02

1352

Bi-linearY2; Bi-


1(HYD) 309 1 -24 0 0 0 0

2(OPE) 209 1 -16 0 0 0 0

3(SUS) 206 1 -16 0 0 0 0

4(EXP) 3 0 -0 0 0 0 0 MAX 309/L1 1/L1 -24/L1 0.06

1353

Bi-linearY2; Bi-


1(HYD) 184 1 -21 0 0 0 0

2(OPE) 125 1 -14 0 0 0 0






3(SUS) 123 1 -14 0 0 0 0

4(EXP) 2 0 -0 0 0 0 0

MAX 184/L1 1/L1 -21/L1 0.03

1354

Bi-linearY2; Bi-


1(HYD) 47 -3 -16 0 0 0 0

2(OPE) 31 -3 -11 0 0 0 0

3(SUS) 31 -3 -11 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 47/L1 -3/L1 -16/L1 0.01

1355

Bi-linearY2; Bi-


1(HYD) -6 -16 -14 0 0 0 -0

2(OPE) -4 -16 -9 0 0 0 -0

3(SUS) -4 -16 -9 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -6/L1 -16/L1 -14/L1 -0.00

1357

Bi-linear

Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) -30 -14 -1 0 0 0 -0

2(OPE) -20 -14 -0 0 0 0 -0

3(SUS) -20 -14 -0 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -30/L1 -14/L1 -1/L1 -0.00






1358

Bi-linearZ2; Bi-


1(HYD) -63 -3 2 0 0 0 -0

2(OPE) -43 -3 1 0 0 0 -0

3(SUS) -42 -3 1 0 0 0 -0

4(EXP) -1 0 0 0 0 0 -0

MAX -63/L1 -3/L1 2/L1 -0.01

1359

Bi-linearZ2; Bi-


1(HYD) 117 -0 19 0 0 0 0

2(OPE) 79 -0 13 0 0 0 0

3(SUS) 78 -0 13 0 0 0 0

4(EXP) 1 -0 0 0 0 0 0

MAX 117/L1 -0/L1 19/L1 0.02

1360

Bi-linearZ2; Bi-

linear X2;Bi-linear

Y2; Bi-

linear X2;Bi-linearZ2; Bi-

linear Y2

1(HYD) 1878 0 757 0 0 0 0

2(OPE) 1268 0 511 0 0 0 0

3(SUS) 1252 0 505 0 0 0 0

4(EXP) 16 0 7 0 0 0 0

MAX 1878/L1 0/L1 757/L1 0.78






1361

Bi-linearZ2; Bi-


1(HYD) 1550 0 22 0 0 0 0

2(OPE) 1048 0 15 0 0 0 0

3(SUS) 1033 0 15 0 0 0 0

4(EXP) 15 -0 0 0 0 0 0

MAX 1550/L1 0/L3 22/L1 0.37

1362

Bi-linear


1(HYD) 3882 0 21 0 0 0 1

2(OPE) 2625 0 14 0 0 0 0

3(SUS) 2588 0 14 0 0 0 0

4(EXP) 36 -0 0 0 0 0 0

MAX 3882/L1 0/L3 21/L1 1.08

1363

Bi-linearX2; Bi-


1(HYD) 3792 0 3786 0 0 0 1 2(OPE) 2563 0 2559 0 0 0 0

3(SUS) 2528 0 2524 0 0 0 0

4(EXP) 35 0 35 0 0 0 0

MAX 3792/L1 0/L1 3786/L1 1.43

1364Bi-linear

X2; Bi-linear Z2;






Bi-linear Y2

1(HYD) 33 0 1485 0 0 0 1

2(OPE) 22 0 1004 0 0 0 0

3(SUS) 22 0 990 0 0 0 0

4(EXP) 0 0 14 0 0 0 0

MAX 33/L1 0/L1 1485/L1 1.29

1365

Bi-linearX2; Bi-


1(HYD) 31 0 191 0 0 0 1

2(OPE) 21 0 129 0 0 0 0 3(SUS) 20 0 128 0 0 0 0

4(EXP) 0 0 2 0 0 0 0

MAX 31/L1 0/L1 191/L1 1.20

1366

Bi-linearX2; Bi-


1(HYD) 43 -0 -298 0 0 0 1

2(OPE) 29 -0 -201 0 0 0 0

3(SUS) 29 -0 -198 0 0 0 0

4(EXP) 0 -0 -3 0 0 0 0

MAX 43/L1 -0/L1 -298/L1 1.12

1367

Bi-linearX2; Bi-


1(HYD) 49 -0 -656 0 0 0 0

2(OPE) 33 -0 -443 0 0 0 0

3(SUS) 32 -0 -437 0 0 0 0






4(EXP) 0 -0 -6 0 0 0 0

MAX 49/L1 -0/L1 -656/L1 0.94

1368

Bi-linearX2; Bi-


1(HYD) -11 -0 -60 0 0 0 -0

2(OPE) -7 -0 -41 0 0 0 -0

3(SUS) -7 -0 -40 0 0 0 -0

4(EXP) -0 0 -1 0 0 0 -0

MAX -11/L1 -0/L1 -60/L1 -0.42

1369

Bi-linearX2; Bi-


1(HYD) -20 -0 75 0 0 0 -0

2(OPE) -14 -0 51 0 0 0 -0

3(SUS) -13 -0 50 0 0 0 -0

4(EXP) -0 0 1 0 0 0 -0

MAX -20/L1 -0/L1 75/L1 -0.63

1370

Bi-linearX2; Bi-


1(HYD) 56 -1 13 0 0 0 0

2(OPE) 38 -1 9 0 0 0 0

3(SUS) 37 -1 8 0 0 0 0

4(EXP) 0 -0 0 0 0 0 0

MAX 56/L1 -1/L1 13/L1 0.13

1371 Bi-linear






X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) -33 5 -7 0 0 0 -0

2(OPE) -23 3 -5 0 0 0 -0

3(SUS) -22 3 -5 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -33/L1 5/L1 -7/L1 -0.13

1372

Bi-linearX2; Bi-

linear Z2;

Bi-linear Y21(HYD) -59 -193 4 0 0 0 -0

2(OPE) -40 -131 3 0 0 0 -0

3(SUS) -39 -129 3 0 0 0 -0

4(EXP) -1 -2 0 0 0 0 -0

MAX -59/L1 -193/L1 4/L1 -0.40

1373

Bi-linearX2; Bi-


1(HYD) -14 -216 -2 0 0 0 -0

2(OPE) -10 -146 -1 0 0 0 -0

3(SUS) -9 -144 -1 0 0 0 -0 4(EXP) -0 -2 -0 0 0 0 -0

MAX -14/L1 -216/L1 -2/L1 -0.44

1374

Bi-linearX2; Bi-


1(HYD) -12 184 -1 0 0 0 -0






2(OPE) -8 124 -1 0 0 0 -0

3(SUS) -8 122 -1 0 0 0 -0

4(EXP) -0 2 -0 0 0 0 -0

MAX -12/L1 184/L1 -1/L1 -0.47

1375

Bi-linearX2; Bi-


1(HYD) -2042 2050 0 0 0 0 -0

2(OPE) -1380 1386 0 0 0 0 -0

3(SUS) -1361 1367 0 0 0 0 -0

4(EXP) -19 19 0 0 0 0 -0 MAX -2042/L1 2050/L1 0/L1 -0.48

1376

Bi-linearX2; Bi-


1(HYD) 19 -2359 -0 0 0 0 1

2(OPE) 13 -1595 -0 0 0 0 0

3(SUS) 12 -1573 -0 0 0 0 0

4(EXP) 0 -22 -0 0 0 0 0

MAX 19/L1 -2359/L1 -0/L1 1.07

1377Bi-linear

X2; Bi-linear Z2;

Bi-linear X2

1(HYD) -1211 1223 0 0 0 0 -0

2(OPE) -819 826 0 0 0 0 -0

3(SUS) -808 815 0 0 0 0 -0

4(EXP) -11 11 0 0 0 0 -0

MAX -1211/L1 1223/L1 0/L1 -0.07






1378

Bi-linearX2; Bi-


1(HYD) -341 353 -0 0 0 0 0

2(OPE) -231 239 -0 0 0 0 0

3(SUS) -228 235 -0 0 0 0 0

4(EXP) -3 3 -0 0 0 0 0

MAX -341/L1 353/L1 -0/L1 0.12

1379

Bi-linear


1(HYD) -13 1518 -0 0 0 0 -0

2(OPE) -9 1026 -0 0 0 0 -0

3(SUS) -9 1012 -0 0 0 0 -0

4(EXP) -0 14 -0 0 0 0 -0

MAX -13/L1 1518/L1 -0/L1 -0.50

1380

Bi-linearX2; Bi-

linear Z2;Bi-linear


X2; Bi-linear Y2

1(HYD) -2006 -0 -791 0 0 0 -0

2(OPE) -1347 -0 -537 0 0 0 -0

3(SUS) -1330 -0 -528 0 0 0 -0

4(EXP) -17 -0 -9 0 0 0 -0






MAX -2006/L1 -0/L1 -791/L1 -0.68

1381

Bi-linearX2; Bi-


1(HYD) -9 2717 0 0 0 0 -0

2(OPE) -6 1836 0 0 0 0 -0

3(SUS) -6 1811 0 0 0 0 -0

4(EXP) -0 25 0 0 0 0 -0

MAX -9/L1 2717/L1 0/L1 -0.53

1382Bi-linearX2; Bi-


1(HYD) -696 1678 0 0 0 0 -0

2(OPE) -470 1134 0 0 0 0 -0

3(SUS) -464 1119 0 0 0 0 -0

4(EXP) -6 15 0 0 0 0 -0

MAX -696/L1 1678/L1 0/L1 -0.55

1383

Bi-linearX2; Bi-

linear Z2;

Bi-linear X21(HYD) 287 -277 -0 0 0 0 0

2(OPE) 194 -188 -0 0 0 0 0

3(SUS) 192 -185 -0 0 0 0 0

4(EXP) 3 -3 -0 0 0 0 0

MAX 287/L1 -277/L1 -0/L1 0.22

1384Bi-linear

X2; Bi-







1(HYD) 1324 -1317 -0 0 0 0 0

2(OPE) 895 -890 -0 0 0 0 0

3(SUS) 883 -878 -0 0 0 0 0

4(EXP) 12 -12 -0 0 0 0 0

MAX 1324/L1 -1317/L1 -0/L1 0.46

1385

Bi-linearX2; Bi-


1(HYD) 2373 -2369 -0 0 0 0 0 2(OPE) 1604 -1601 -0 0 0 0 0

3(SUS) 1582 -1579 -0 0 0 0 0

4(EXP) 22 -22 -0 0 0 0 0

MAX 2373/L1 -2369/L1 -0/L1 0.96

1386

Bi-linearX2; Bi-


1(HYD) 714 -1708 -0 0 0 0 1

2(OPE) 482 -1154 -0 0 0 0 0

3(SUS) 476 -1139 -0 0 0 0 0

4(EXP) 7 -16 -0 0 0 0 0 MAX 714/L1 -1708/L1 -0/L1 1.08

1387

Bi-linearX2; Bi-


1(HYD) 27 -1407 0 0 0 0 1

2(OPE) 18 -951 0 0 0 0 0






3(SUS) 18 -938 0 0 0 0 0

4(EXP) 0 -13 0 0 0 0 0

MAX 27/L1 -1407/L1 0/L1 1.05

1388

Bi-linearX2; Bi-


1(HYD) 26 -216 0 0 0 0 1

2(OPE) 18 -146 0 0 0 0 0

3(SUS) 17 -144 0 0 0 0 0

4(EXP) 0 -2 0 0 0 0 0

MAX 26/L1 -216/L1 0/L1 1.03

1389

Bi-linearX2; Bi-


1(HYD) 32 164 0 0 0 0 1

2(OPE) 22 111 0 0 0 0 0

3(SUS) 21 109 0 0 0 0 0

4(EXP) 0 2 0 0 0 0 0

MAX 32/L1 164/L1 0/L1 1.00

1390

Bi-linear

X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) -20 -17 4 0 0 0 -1

2(OPE) -13 -17 2 0 0 0 -1

3(SUS) -13 -17 2 0 0 0 -1

4(EXP) -0 0 0 0 0 0 -0

MAX -20/L1 -17/L1 4/L1 -1.54






1391

Bi-linearX2; Bi-


1(HYD) 157 175 -0 0 0 0 0

2(OPE) 106 118 -0 0 0 0 0

3(SUS) 105 117 -0 0 0 0 0

4(EXP) 1 2 -0 0 0 0 0

MAX 157/L1 175/L1 -0/L1 0.97

1392

Bi-linearX2; Bi-


1(HYD) 313 -3 0 0 0 0 0

2(OPE) 212 -2 0 0 0 0 0

3(SUS) 209 -2 0 0 0 0 0

4(EXP) 3 -0 0 0 0 0 0

MAX 313/L1 -3/L1 0/L1 0.77

1393

Bi-linearX2; Bi-


1(HYD) 322 0 -0 0 0 0 0

2(OPE) 218 0 -0 0 0 0 0 3(SUS) 215 0 -0 0 0 0 0

4(EXP) 3 0 -0 0 0 0 0

MAX 322/L1 0/L1 -0/L1 0.49

1394

Bi-linearX2; Bi-







MAX -312/L1 -0/L3 -3/L1 -0.26

1398

Bi-linearX2; Bi-


1(HYD) -211 2 118 0 0 0 -1

2(OPE) -142 2 79 0 0 0 -0

3(SUS) -140 2 78 0 0 0 -0

4(EXP) -2 0 1 0 0 0 -0

MAX -211/L1 2/L1 118/L1 -1.28



1(HYD) -43 1 -56 0 0 0 -1

2(OPE) -29 1 -37 0 0 0 -0

3(SUS) -29 1 -37 0 0 0 -0

4(EXP) -0 -0 -0 0 0 0 -0

MAX -43/L1 1/L1 -56/L1 -1.37

1401

Bi-linearX2; Bi-

linear Z2;

Bi-linear Y21(HYD) -36 -3 -22 0 0 0 -1

2(OPE) -24 -3 -15 0 0 0 -0

3(SUS) -24 -3 -14 0 0 0 -0

4(EXP) -0 -0 -0 0 0 0 -0

MAX -36/L1 -3/L1 -22/L1 -1.42

1402Bi-linear

X2; Bi-







1(HYD) -38 -15 -4 0 0 0 -1

2(OPE) -25 -15 -2 0 0 0 -0

3(SUS) -25 -15 -2 0 0 0 -0

4(EXP) -0 -0 -0 0 0 0 -0

MAX -38/L1 -15/L1 -4/L1 -1.48

1404

Bi-linearX2; Bi-


1(HYD) -146 0 66 0 0 0 -0 2(OPE) -98 0 45 0 0 0 -0

3(SUS) -97 0 44 0 0 0 -0

4(EXP) -1 0 1 0 0 0 -0

MAX -146/L1 0/L1 66/L1 -0.95

1405

Bi-linearX2; Bi-


1(HYD) -492 2 -4 0 0 0 -3

2(OPE) -332 2 -3 0 0 0 -2

3(SUS) -328 2 -3 0 0 0 -2

4(EXP) -5 0 -0 0 0 0 -0 MAX -492/L1 2/L1 -4/L1 -3.23

1406

Bi-linearX2; Bi-


1(HYD) -113 -2 2 0 0 0 -3

2(OPE) -76 -2 1 0 0 0 -2






3(SUS) -75 -2 1 0 0 0 -2

4(EXP) -1 0 0 0 0 0 -0

MAX -113/L1 -2/L1 2/L1 -3.57

1407

Bi-linearX2; Bi-


1(HYD) -96 -8 1 0 0 0 -3

2(OPE) -65 -8 0 0 0 0 -2

3(SUS) -64 -8 0 0 0 0 -2

4(EXP) -1 0 0 0 0 0 -0

MAX -96/L1 -8/L1 1/L1 -3.79

1408

Bi-linearX2; Bi-


1(HYD) -102 -18 0 0 0 0 -4

2(OPE) -69 -18 0 0 0 0 -2

3(SUS) -68 -18 0 0 0 0 -2

4(EXP) -1 0 0 0 0 0 -0

MAX -102/L1 -18/L1 0/L1 -4.02

1409

Bi-linear

X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) 4 0 1168 0 0 0 0

2(OPE) 2 0 788 0 0 0 0

3(SUS) 2 0 777 0 0 0 0

4(EXP) 0 0 11 0 0 0 0

MAX 4/L1 0/L2 1168/L1 0.14






1410 Rigid +Y

1(HYD) -87 -289 0 0 0 0 -1

2(OPE) -86 -287 0 0 0 0 -1

3(SUS) -86 -287 0 0 0 0 -1

4(EXP) 0 0 -0 0 0 0 -0

MAX -87/L1 -289/L1 0/L1 -1.67

1411

Bi-linearX2; Bi-


1(HYD) 6 0 230 0 0 0 0

2(OPE) 4 0 155 0 0 0 0 3(SUS) 4 0 153 0 0 0 0

4(EXP) 0 0 2 0 0 0 0

MAX 6/L1 0/L2 230/L1 0.22

1412

Bi-linearX2; Bi-


1(HYD) 10 -0 -96 0 0 0 0

2(OPE) 7 -0 -65 0 0 0 0

3(SUS) 7 -0 -64 0 0 0 0

4(EXP) 0 -0 -1 0 0 0 0

MAX 10/L1 -0/L1 -96/L1 0.31

1413

Bi-linearX2; Bi-


1(HYD) 71 -0 -143 0 0 0 0

2(OPE) 48 -0 -96 0 0 0 0

3(SUS) 47 -0 -95 0 0 0 0






4(EXP) 1 0 -1 0 0 0 0

MAX 71/L1 -0/L2 -143/L1 0.44

1414

Bi-linearX2; Bi-


1(HYD) 375 -0 1 0 0 0 1

2(OPE) 253 -0 1 0 0 0 0

3(SUS) 250 -0 1 0 0 0 0

4(EXP) 3 0 0 0 0 0 0

MAX 375/L1 -0/L2 1/L1 1.40

1415

Bi-linearX2; Bi-


1(HYD) 618 0 4 0 0 0 2

2(OPE) 418 -0 3 0 0 0 1

3(SUS) 412 -0 3 0 0 0 1

4(EXP) 6 0 0 0 0 0 0

MAX 618/L1 -0/L2 4/L1 2.31

1416

Bi-linearX2; Bi-


1(HYD) 557 -0 7 0 0 0 3

2(OPE) 376 -0 5 0 0 0 2

3(SUS) 371 -0 4 0 0 0 2

4(EXP) 5 0 0 0 0 0 0

MAX 557/L1 -0/L2 7/L1 3.46

1417 Bi-linear






X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) 115 -0 -392 0 0 0 3

2(OPE) 78 -0 -265 0 0 0 2

3(SUS) 77 -0 -262 0 0 0 2

4(EXP) 1 0 -4 0 0 0 0

MAX 115/L1 -0/L1 -392/L1 3.63

1418

Bi-linearX2; Bi-

linear Z2;

Bi-linear Y21(HYD) 95 -0 -564 0 0 0 3

2(OPE) 64 -0 -381 0 0 0 2

3(SUS) 63 -0 -376 0 0 0 2

4(EXP) 1 0 -5 0 0 0 0

MAX 95/L1 -0/L1 -564/L1 3.74

1419

Bi-linearX2; Bi-


1(HYD) 98 0 -235 0 0 0 3

2(OPE) 66 0 -159 0 0 0 2

3(SUS) 65 0 -157 0 0 0 2 4(EXP) 1 0 -2 0 0 0 0

MAX 98/L1 0/L1 -235/L1 3.86

1421

Bi-linearX2; Bi-


1(HYD) 87 0 1779 0 0 0 3






2(OPE) 59 0 1202 0 0 0 2

3(SUS) 58 0 1186 0 0 0 2

4(EXP) 1 -0 16 0 0 0 0

MAX 87/L1 0/L1 1779/L1 3.97

1422

Bi-linearX2; Bi-


1(HYD) 1891 0 -1793 0 0 0 3

2(OPE) 1278 0 -1212 0 0 0 2

3(SUS) 1261 0 -1196 0 0 0 2

4(EXP) 17 0 -16 0 0 0 0 MAX 1891/L1 0/L1 -1793/L1 3.30

1423

Bi-linearZ2; Bi-


1(HYD) 1511 -0 -5 0 0 0 0

2(OPE) 1020 -0 -4 0 0 0 0

3(SUS) 1007 -0 -4 0 0 0 0

4(EXP) 13 0 -0 0 0 0 0

MAX 1511/L1 -0/L3 -5/L1 0.36

1424Bi-linear

Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) 323 0 -11 0 0 0 0

2(OPE) 218 0 -8 0 0 0 0

3(SUS) 215 0 -7 0 0 0 0

4(EXP) 3 0 -0 0 0 0 0

MAX 323/L1 0/L1 -11/L1 0.07






1425

Bi-linearZ2; Bi-


1(HYD) -137 0 -23 0 0 0 -0

2(OPE) -93 0 -15 0 0 0 -0

3(SUS) -92 0 -15 0 0 0 -0

4(EXP) -1 -0 -0 0 0 0 -0

MAX -137/L1 0/L1 -23/L1 -0.02

1426

Bi-linear


1(HYD) -153 1 -45 0 0 0 -0

2(OPE) -103 1 -30 0 0 0 -0

3(SUS) -102 1 -30 0 0 0 -0

4(EXP) -1 -0 -0 0 0 0 -0

MAX -153/L1 1/L1 -45/L1 -0.02

1427

Bi-linearZ2; Bi-


1(HYD) -11 -1 -49 0 0 0 -0 2(OPE) -7 -1 -33 0 0 0 -0

3(SUS) -7 -1 -32 0 0 0 -0

4(EXP) -0 -0 -0 0 0 0 -0

MAX -11/L1 -1/L1 -49/L1 -0.00

1428Bi-linear

Z2; Bi-linear X2;






Bi-linear Y2

1(HYD) 5 -7 -42 0 0 0 0

2(OPE) 3 -7 -28 0 0 0 0

3(SUS) 3 -7 -28 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 5/L1 -7/L1 -42/L1 0.00

1429

Bi-linearZ2; Bi-


1(HYD) 5 -18 -48 0 0 0 0

2(OPE) 3 -18 -32 0 0 0 0 3(SUS) 3 -18 -32 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 5/L1 -18/L1 -48/L1 0.00

1430



1(HYD) -23 -16 -303 0 0 0 -1

2(OPE) -15 -16 -205 0 0 0 -1

3(SUS) -15 -16 -203 0 0 0 -1

4(EXP) -0 -0 -3 0 0 0 -0 MAX -23/L1 -16/L1 -303/L1 -1.80

1431

Bi-linearX2; Bi-


1(HYD) -65 -19 24 0 0 0 -1

2(OPE) -44 -19 15 0 0 0 -1






3(SUS) -43 -19 15 0 0 0 -1

4(EXP) -1 -0 0 0 0 0 -0

MAX -65/L1 -19/L1 24/L1 -1.86

1432

Bi-linearX2; Bi-


1(HYD) -69 0 1941 0 0 0 -1

2(OPE) -47 0 1311 0 0 0 -1

3(SUS) -46 0 1293 0 0 0 -1

4(EXP) -1 -0 18 0 0 0 -0

MAX -69/L1 0/L3 1941/L1 -1.97

1433

Bi-linearX2; Bi-


1(HYD) -44 1 2966 0 0 0 -2

2(OPE) -30 1 2006 0 0 0 -1

3(SUS) -30 1 1979 0 0 0 -1

4(EXP) -0 -0 28 0 0 0 -0

MAX -44/L1 1/L1 2966/L1 -2.03

1434

Bi-linear

X2; Bi-linear X2;

Bi-linear Y2

1(HYD) -4191 1 4169 0 0 0 -1

2(OPE) -2829 1 2814 0 0 0 -1

3(SUS) -2790 1 2775 0 0 0 -1

4(EXP) -39 0 39 0 0 0 -0

MAX -4191/L1 1/L1 4169/L1 -1.98






1435

Bi-linearX2; Bi-


1(HYD) 6 1 315 0 0 0 0

2(OPE) 4 1 214 0 0 0 0

3(SUS) 4 1 210 0 0 0 0

4(EXP) 0 0 4 0 0 0 0

MAX 6/L1 1/L1 315/L1 0.22

1436

Bi-linearX2; Bi-


1(HYD) 12 0 77 0 0 0 0

2(OPE) 8 0 52 0 0 0 0

3(SUS) 8 0 51 0 0 0 0

4(EXP) 0 0 1 0 0 0 0

MAX 12/L1 0/L1 77/L1 0.45

1437

Bi-linearZ2; Bi-


1(HYD) -1094 0 6 0 0 0 -0

2(OPE) -735 0 4 0 0 0 -0 3(SUS) -725 0 4 0 0 0 -0

4(EXP) -9 0 0 0 0 0 -0

MAX -1094/L1 0/L1 6/L1 -0.24

1438

Bi-linearZ2; Bi-







1(HYD) 415 -0 10 0 0 0 0

2(OPE) 280 -0 7 0 0 0 0

3(SUS) 276 -0 7 0 0 0 0

4(EXP) 4 0 0 0 0 0 0

MAX 415/L1 -0/L1 10/L1 0.11

1439

Bi-linearX2; Bi-


1(HYD) -15 -3 30 0 0 0 0

2(OPE) -10 -3 21 0 0 0 0

3(SUS) -10 -3 20 0 0 0 0 4(EXP) -0 0 0 0 0 0 0

MAX -15/L1 -3/L1 30/L1 0.41

1440

Bi-linearZ2; Bi-


1(HYD) -4944 0 12 0 0 0 -1

2(OPE) -3334 0 8 0 0 0 -0

3(SUS) -3287 0 8 0 0 0 -0

4(EXP) -48 0 0 0 0 0 -0

MAX -4944/L1 0/L1 12/L1 -1.37

1441

Bi-linearZ2; Bi-


1(HYD) -1786 0 12 0 0 0 -0

2(OPE) -1206 0 8 0 0 0 -0

3(SUS) -1189 0 8 0 0 0 -0

4(EXP) -17 0 0 0 0 0 -0






MAX -1786/L1 0/L1 12/L1 -0.42

1442

Bi-linearZ2; Bi-


1(HYD) -8 -0 10 0 0 0 -0

2(OPE) -6 -0 6 0 0 0 -0

3(SUS) -6 -0 6 0 0 0 -0

4(EXP) 0 -0 0 0 0 0 0

MAX -8/L1 -0/L1 10/L1 -0.00



1(HYD) 439 -0 9 0 0 0 0

2(OPE) 296 -0 6 0 0 0 0

3(SUS) 292 -0 6 0 0 0 0

4(EXP) 4 -0 0 0 0 0 0

MAX 439/L1 -0/L1 9/L1 0.08

1444

Bi-linearZ2; Bi-

linear X2;

Bi-linear Y21(HYD) 284 -0 8 0 0 0 0

2(OPE) 192 -0 5 0 0 0 0

3(SUS) 189 -0 5 0 0 0 0

4(EXP) 3 -0 0 0 0 0 0

MAX 284/L1 -0/L1 8/L1 0.03

1445Bi-linear

Z2; Bi-







1(HYD) -271 0 -2 0 0 0 -0

2(OPE) -183 0 -2 0 0 0 -0

3(SUS) -181 0 -2 0 0 0 -0

4(EXP) -3 -0 -0 0 0 0 -0

MAX -271/L1 0/L3 -2/L1 -0.03

1446

Bi-linearZ2; Bi-


1(HYD) -490 0 -6 0 0 0 -0 2(OPE) -331 0 -4 0 0 0 -0

3(SUS) -327 0 -4 0 0 0 -0

4(EXP) -4 0 -0 0 0 0 -0

MAX -490/L1 0/L1 -6/L1 -0.09

1447

Bi-linearZ2; Bi-


1(HYD) -106 0 -7 0 0 0 -0

2(OPE) -72 0 -4 0 0 0 -0

3(SUS) -71 0 -4 0 0 0 -0

4(EXP) -1 0 -0 0 0 0 -0 MAX -106/L1 0/L1 -7/L1 -0.02

1448

Bi-linearZ2; Bi-


1(HYD) 1628 0 -9 0 0 0 0

2(OPE) 1100 0 -6 0 0 0 0






3(SUS) 1085 0 -6 0 0 0 0

4(EXP) 15 0 -0 0 0 0 0

MAX 1628/L1 0/L1 -9/L1 0.39

1449

Bi-linearZ2; Bi-


1(HYD) 5001 0 -10 0 0 0 1

2(OPE) 3380 0 -6 0 0 0 0

3(SUS) 3334 0 -6 0 0 0 0

4(EXP) 46 0 -0 0 0 0 0

MAX 5001/L1 0/L1 -10/L1 1.39

1450

Bi-linearX2; Bi-


1(HYD) 50 -0 -3137 0 0 0 2

2(OPE) 34 -0 -2118 0 0 0 1

3(SUS) 33 -0 -2088 0 0 0 1

4(EXP) 0 -0 -30 0 0 0 0

MAX 50/L1 -0/L1 -3137/L1 2.28

1451

Bi-linear

X2; Bi-linear X2;

Bi-linear Y2

1(HYD) 4490 -0 -4464 0 0 0 2

2(OPE) 3033 -0 -3016 0 0 0 1

3(SUS) 2992 -0 -2974 0 0 0 1

4(EXP) 42 -0 -41 0 0 0 0

MAX 4490/L1 -0/L1 -4464/L1 2.19






1452

Bi-linearX2; Bi-


1(HYD) 56 -0 -1402 0 0 0 2

2(OPE) 38 -0 -947 0 0 0 1

3(SUS) 38 -0 -934 0 0 0 1

4(EXP) 1 -0 -13 0 0 0 0

MAX 56/L1 -0/L1 -1402/L1 2.22

1453

Bi-linearX2; Bi-


1(HYD) 55 0 -178 0 0 0 2

2(OPE) 37 0 -121 0 0 0 1

3(SUS) 37 0 -119 0 0 0 1

4(EXP) 0 0 -2 0 0 0 0

MAX 55/L1 0/L1 -178/L1 2.16

1454

Bi-linearX2; Bi-


1(HYD) 67 0 193 0 0 0 2

2(OPE) 45 0 130 0 0 0 1 3(SUS) 44 0 128 0 0 0 1

4(EXP) 1 0 2 0 0 0 0

MAX 67/L1 0/L1 193/L1 2.10

1455

Bi-linearX2; Bi-







1(HYD) 323 0 177 0 0 0 2

2(OPE) 219 0 120 0 0 0 1

3(SUS) 216 0 118 0 0 0 1

4(EXP) 3 0 2 0 0 0 0

MAX 323/L1 0/L1 177/L1 2.01

1456

Bi-linearX2; Bi-


1(HYD) 491 -0 -4 0 0 0 1

2(OPE) 332 -0 -3 0 0 0 0

3(SUS) 328 -0 -3 0 0 0 0 4(EXP) 4 -0 -0 0 0 0 0

MAX 491/L1 -0/L2 -4/L1 1.41

1457

Bi-linearX2; Bi-


1(HYD) 281 -0 2 0 0 0 0

2(OPE) 190 -0 1 0 0 0 0

3(SUS) 188 -0 1 0 0 0 0

4(EXP) 3 -0 0 0 0 0 0

MAX 281/L1 -0/L2 2/L1 0.68

2145

Bi-linearX2; Bi-


1(HYD) -15 -16 -1103 0 0 0 -0

2(OPE) -10 -16 -747 0 0 0 -0

3(SUS) -10 -16 -735 0 0 0 -0

4(EXP) -0 0 -12 0 0 0 -0






MAX -15/L1 -16/L1 -1103/L1 -0.52

2155

Bi-linearX2; Bi-


1(HYD) -17 -17 272 0 0 0 -0

2(OPE) -12 -17 184 0 0 0 -0

3(SUS) -12 -17 181 0 0 0 -0

4(EXP) -0 0 3 0 0 0 -0

MAX -17/L1 -17/L1 272/L1 -0.88

2165 Rigid +Y1(HYD) 0 -90 0 0 0 0 -0

2(OPE) 0 -90 0 0 0 0 -0

3(SUS) 0 -90 0 0 0 0 -0

4(EXP) 0 0 0 0 0 0 -0

MAX -90/L1 -0.90

2210

Bi-linearX2; Bi-


1(HYD) -99 -10 0 0 0 0 -7

2(OPE) -67 -10 0 0 0 0 -5

3(SUS) -66 -10 0 0 0 0 -5 4(EXP) -1 0 0 0 0 0 -0

MAX -99/L1 -10/L1 0/L1 -7.79

2220 Rigid +Y

1(HYD) 0 -91 0 0 0 0 -7

2(OPE) 0 -91 0 0 0 0 -5

3(SUS) 0 -91 0 0 0 0 -5

4(EXP) 0 0 0 0 0 0 -0






MAX -91/L1 -7.81

3270

Bi-linearX2; Bi-


1(HYD) -9 -10 100 0 0 0 -0

2(OPE) -6 -10 67 0 0 0 -0

3(SUS) -6 -10 67 0 0 0 -0

4(EXP) -0 -0 1 0 0 0 -0

MAX -9/L1 -10/L1 100/L1 -0.69

3280 Rigid +Y1(HYD) 0 -91 0 0 0 0 -0

2(OPE) 0 -91 0 0 0 0 -0

3(SUS) 0 -91 0 0 0 0 -0

4(EXP) 0 -0 0 0 0 0 -0

MAX -91/L1 -0.71

3350

Bi-linearZ2; Bi-


1(HYD) 1103 -16 15 0 0 0 0

2(OPE) 747 -16 10 0 0 0 0

3(SUS) 735 -16 10 0 0 0 0 4(EXP) 12 0 0 0 0 0 0

MAX 1103/L1 -16/L1 15/L1 0.23

3360

Bi-linearZ2; Bi-


1(HYD) -274 -17 18 0 0 0 -0






2(OPE) -185 -17 12 0 0 0 -0

3(SUS) -182 -17 12 0 0 0 -0

4(EXP) -3 0 0 0 0 0 -0

MAX -274/L1 -17/L1 18/L1 -0.08

3370 Rigid +Y

1(HYD) 0 -91 0 0 0 0 -0

2(OPE) 0 -90 0 0 0 0 -0

3(SUS) 0 -90 0 0 0 0 -0

4(EXP) 0 0 0 0 0 0 -0

MAX -91/L1 -0.26

4370Bi-linear

X2; Bi-linear Z2;

Bi-linear Y2

1(HYD) -15 -16 1107 0 0 0 -0

2(OPE) -10 -16 749 0 0 0 -0

3(SUS) -10 -16 738 0 0 0 -0

4(EXP) -0 0 12 0 0 0 -0

MAX -15/L1 -16/L1 1107/L1 -0.52

4380

Bi-linearX2; Bi-

linear Z2;

Bi-linear Y21(HYD) -18 -17 -273 0 0 0 -0

2(OPE) -12 -17 -185 0 0 0 -0

3(SUS) -12 -17 -182 0 0 0 -0

4(EXP) -0 0 -3 0 0 0 -0

MAX -18/L1 -17/L1 -273/L1 -0.88

4390 Rigid +Y

1(HYD) 0 -91 0 0 0 0 -0






2(OPE) 0 -90 0 0 0 0 -0

3(SUS) 0 -90 0 0 0 0 -0

4(EXP) 0 0 0 0 0 0 -0

MAX -91/L1 -0.90

4580

Bi-linearZ2; Bi-


1(HYD) 0 -10 19 0 0 0 0

2(OPE) 0 -10 13 0 0 0 0

3(SUS) 0 -10 12 0 0 0 0

4(EXP) 0 0 0 0 0 0 0 MAX 0/L1 -10/L1 19/L1 0.00

4590 Rigid +Y

1(HYD) 0 -91 0 0 0 0 0

2(OPE) 0 -91 0 0 0 0 0

3(SUS) 0 -91 0 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX -91/L1 0.00

5590

Bi-linearX2; Bi-

linear Z2;

Bi-linear Y21(HYD) -15 -16 1097 0 0 0 -0

2(OPE) -10 -16 743 0 0 0 -0

3(SUS) -10 -16 731 0 0 0 -0

4(EXP) -0 0 12 0 0 0 -0

MAX -15/L1 -16/L1 1097/L1 -0.52

5600Bi-linear

X2; Bi-







1(HYD) -17 -17 -270 0 0 0 -0

2(OPE) -12 -17 -183 0 0 0 -0

3(SUS) -12 -17 -180 0 0 0 -0

4(EXP) -0 0 -3 0 0 0 -0

MAX -17/L1 -17/L1 -270/L1 -0.88

5610 Rigid +Y

1(HYD) 0 -90 0 0 0 0 -0

2(OPE) 0 -90 0 0 0 0 -0

3(SUS) 0 -90 0 0 0 0 -0

4(EXP) 0 0 0 0 0 0 -0 MAX -90/L1 -0.90

6900

Bi-linearX2; Bi-


1(HYD) -14 -16 -1032 0 0 0 -0

2(OPE) -9 -16 -699 0 0 0 -0

3(SUS) -9 -16 -688 0 0 0 -0

4(EXP) -0 0 -11 0 0 0 -0

MAX -14/L1 -16/L1 -1032/L1 -0.47

6910

Bi-linearX2; Bi-


1(HYD) -16 -17 253 0 0 0 -0

2(OPE) -11 -17 171 0 0 0 -0

3(SUS) -11 -17 169 0 0 0 -0

4(EXP) -0 -0 3 0 0 0 -0

MAX -16/L1 -17/L1 253/L1 -0.83






6920 Rigid +Y

1(HYD) 0 -91 0 0 0 0 -0

2(OPE) 0 -90 0 0 0 0 -0

3(SUS) 0 -90 0 0 0 0 -0

4(EXP) 0 -0 0 0 0 0 -0

MAX -91/L1 -0.85

7910

Bi-linearX2; Bi-


1(HYD) -14 -16 -862 0 0 0 -0 2(OPE) -10 -16 -584 0 0 0 -0

3(SUS) -10 -16 -575 0 0 0 -0

4(EXP) -0 0 -9 0 0 0 -0

MAX -14/L1 -16/L1 -862/L1 -0.49

7920

Bi-linearX2; Bi-


1(HYD) -17 -17 286 0 0 0 -0

2(OPE) -11 -17 194 0 0 0 -0

3(SUS) -11 -17 191 0 0 0 -0

4(EXP) -0 0 3 0 0 0 -0 MAX -17/L1 -17/L1 286/L1 -0.85

7930 Rigid +Y

1(HYD) 0 -90 0 0 0 0 -0

2(OPE) 0 -90 0 0 0 0 -0

3(SUS) 0 -90 0 0 0 0 -0

4(EXP) 0 0 0 0 0 0 -0

MAX -90/L1 -0.87






8930

Bi-linearX2; Bi-


1(HYD) -19 -10 -4 0 0 0 -1

2(OPE) -13 -10 -3 0 0 0 -0

3(SUS) -12 -10 -3 0 0 0 -0

4(EXP) -0 0 -0 0 0 0 -0

MAX -19/L1 -10/L1 -4/L1 -1.47

8940 Rigid +Y

1(HYD) 0 -91 0 0 0 0 -1 2(OPE) 0 -91 0 0 0 0 -1

3(SUS) 0 -91 0 0 0 0 -0

4(EXP) 0 0 0 0 0 0 -0

MAX -91/L1 -1.49

9950

Bi-linearX2; Bi-


1(HYD) -17 -16 -1038 0 0 0 -0

2(OPE) -11 -16 -703 0 0 0 -0

3(SUS) -11 -16 -692 0 0 0 -0

4(EXP) -0 0 -11 0 0 0 -0 MAX -17/L1 -16/L1 -1038/L1 -0.58

9960

Bi-linearX2; Bi-


1(HYD) -19 -17 288 0 0 0 -0

2(OPE) -13 -17 195 0 0 0 -0






3(SUS) -12 -17 192 0 0 0 -0

4(EXP) -0 0 3 0 0 0 -0

MAX -19/L1 -17/L1 288/L1 -0.94

9970 Rigid +Y

1(HYD) 0 -90 0 0 0 0 -0

2(OPE) 0 -90 0 0 0 0 -0

3(SUS) 0 -90 0 0 0 0 -0

4(EXP) 0 0 0 0 0 0 -0

MAX -90/L1 -0.96

10960

Bi-linear


1(HYD) 0 -10 -19 0 0 0 0

2(OPE) 0 -10 -13 0 0 0 0

3(SUS) 0 -10 -12 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 0/L1 -10/L1 -19/L1 0.00

10970 Rigid +Y

1(HYD) 0 -91 0 0 0 0 0

2(OPE) 0 -91 0 0 0 0 0

3(SUS) 0 -91 0 0 0 0 0

4(EXP) 0 0 0 0 0 0 0 MAX -91/L1 0.00

11250

Bi-linearX2; Bi-


1(HYD) 15 -16 -1058 0 0 0 0

2(OPE) 10 -16 -717 0 0 0 0






3(SUS) 10 -16 -706 0 0 0 0

4(EXP) 0 0 -11 0 0 0 0

MAX 15/L1 -16/L1 -1058/L1 0.52

11260

Bi-linearX2; Bi-


1(HYD) 18 -17 270 0 0 0 0

2(OPE) 12 -17 183 0 0 0 0

3(SUS) 12 -17 180 0 0 0 0

4(EXP) 0 0 3 0 0 0 0

MAX 18/L1 -17/L1 270/L1 0.88

11270 Rigid +Y

1(HYD) 0 -90 0 0 0 0 0

2(OPE) 0 -90 0 0 0 0 0

3(SUS) 0 -90 0 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX -90/L1 0.90

12260

Bi-linearZ2; Bi-


1(HYD) -0 -10 27 0 0 0 -0 2(OPE) -0 -10 18 0 0 0 -0

3(SUS) -0 -10 18 0 0 0 -0

4(EXP) -0 0 0 0 0 0 -0

MAX -0/L1 -10/L1 27/L1 -0.00

12270 Rigid +Y

1(HYD) 0 -91 0 0 0 0 0

2(OPE) 0 -91 0 0 0 0 0






3(SUS) 0 -91 0 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX -91/L1 0.00

13270

Bi-linearX2; Bi-


1(HYD) 13 -16 -1090 0 0 0 0

2(OPE) 9 -16 -738 0 0 0 0

3(SUS) 9 -16 -727 0 0 0 0

4(EXP) 0 0 -11 0 0 0 0

MAX 13/L1 -16/L1 -1090/L1 0.45

13280

Bi-linearX2; Bi-


1(HYD) 16 -17 240 0 0 0 0

2(OPE) 11 -17 163 0 0 0 0

3(SUS) 11 -17 160 0 0 0 0

4(EXP) 0 0 3 0 0 0 0

MAX 16/L1 -17/L1 240/L1 0.81

13290 Rigid +Y

1(HYD) 0 -91 0 0 0 0 0 2(OPE) 0 -90 0 0 0 0 0

3(SUS) 0 -90 0 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX -91/L1 0.83

14310Bi-linear

X2; Bi-linear Z2;






Bi-linear Y2

1(HYD) -54 -10 -0 0 0 0 -4

2(OPE) -36 -10 -0 0 0 0 -2

3(SUS) -36 -10 -0 0 0 0 -2

4(EXP) -0 0 -0 0 0 0 -0

MAX -54/L1 -10/L1 -0/L1 -4.25

14320 Rigid +Y

1(HYD) 0 -91 0 0 0 0 -4

2(OPE) 0 -91 0 0 0 0 -2

3(SUS) 0 -91 0 0 0 0 -2

4(EXP) 0 0 0 0 0 0 -0

MAX -91/L1 -4.27

15320

Bi-linearZ2; Bi-


1(HYD) 5306 -0 66 0 0 0 1

2(OPE) 3586 -0 45 0 0 0 0

3(SUS) 3537 -0 44 0 0 0 0

4(EXP) 49 0 1 0 0 0 0

MAX 5306/L1 -0/L1 66/L1 1.47

15321

Bi-linear

Z2; Bi-linear X2;

Bi-linear Y2

1(HYD) 1077 -0 82 0 0 0 0

2(OPE) 728 -0 56 0 0 0 0

3(SUS) 718 -0 55 0 0 0 0

4(EXP) 10 0 1 0 0 0 0

MAX 1077/L1 -0/L1 82/L1 0.25






15322

Bi-linearZ2; Bi-


1(HYD) -528 -0 88 0 0 0 -0

2(OPE) -357 -0 59 0 0 0 -0

3(SUS) -352 -0 59 0 0 0 -0

4(EXP) -5 0 1 0 0 0 -0

MAX -528/L1 -0/L1 88/L1 -0.12

15323

Bi-linearZ2; Bi-


1(HYD) -685 -0 117 0 0 0 -0

2(OPE) -463 -0 79 0 0 0 -0

3(SUS) -457 -0 78 0 0 0 -0

4(EXP) -6 0 1 0 0 0 -0

MAX -685/L1 -0/L1 117/L1 -0.13

15324

Bi-linearZ2; Bi-


1(HYD) -226 0 173 0 0 0 -0

2(OPE) -153 0 117 0 0 0 -0 3(SUS) -151 0 115 0 0 0 -0

4(EXP) -2 0 2 0 0 0 -0

MAX -226/L1 0/L1 173/L1 -0.03

15325

Bi-linearZ2; Bi-







1(HYD) -1 -10 69 0 0 0 -0

2(OPE) -1 -10 47 0 0 0 -0

3(SUS) -1 -10 46 0 0 0 -0

4(EXP) -0 0 1 0 0 0 -0

MAX -1/L1 -10/L1 69/L1 -0.00

15326

Bi-linearZ2; Bi-


1(HYD) 38 1 191 0 0 0 0

2(OPE) 26 1 129 0 0 0 0

3(SUS) 25 1 128 0 0 0 0 4(EXP) 0 0 2 0 0 0 0

MAX 38/L1 1/L1 191/L1 0.00

15327

Bi-linearZ2; Bi-


1(HYD) 14 -1 151 0 0 0 0

2(OPE) 10 -1 102 0 0 0 0

3(SUS) 10 -1 101 0 0 0 0

4(EXP) 0 0 1 0 0 0 0

MAX 14/L1 -1/L1 151/L1 0.00

15328

Bi-linearZ2; Bi-


1(HYD) 3 -8 126 0 0 0 0

2(OPE) 2 -8 85 0 0 0 0

3(SUS) 2 -8 84 0 0 0 0

4(EXP) 0 0 1 0 0 0 0






MAX 3/L1 -8/L1 126/L1 0.00

15329

Bi-linearZ2; Bi-


1(HYD) -1 -18 132 0 0 0 -0

2(OPE) -1 -18 89 0 0 0 -0

3(SUS) -1 -18 88 0 0 0 -0

4(EXP) -0 0 1 0 0 0 -0

MAX -1/L1 -18/L1 132/L1 -0.00

15330 Rigid +Y1(HYD) 0 -91 0 0 0 0 -0

2(OPE) 0 -91 0 0 0 0 -0

3(SUS) 0 -91 0 0 0 0 -0

4(EXP) 0 0 0 0 0 0 -0

MAX -91/L1 -0.00

16360

Bi-linearZ2; Bi-


1(HYD) 1 -10 -27 0 0 0 0

2(OPE) 1 -10 -18 0 0 0 0

3(SUS) 1 -10 -18 0 0 0 0 4(EXP) 0 0 -0 0 0 0 0

MAX 1/L1 -10/L1 -27/L1 0.00

16370 Rigid +Y

1(HYD) 0 -91 0 0 0 0 0

2(OPE) 0 -91 0 0 0 0 0

3(SUS) 0 -91 0 0 0 0 0

4(EXP) 0 0 0 0 0 0 0






MAX -91/L1 0.00

17370

Bi-linearX2; Bi-


1(HYD) 15 -3 -13 0 0 0 0

2(OPE) 10 -3 -9 0 0 0 0

3(SUS) 10 -3 -8 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 15/L1 -3/L1 -13/L1 0.69



1(HYD) 16 -7 -19 0 0 0 0

2(OPE) 11 -7 -13 0 0 0 0

3(SUS) 11 -7 -13 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 16/L1 -7/L1 -19/L1 0.86

17372

Bi-linearX2; Bi-

linear Z2;

Bi-linear Y21(HYD) 23 -16 -18 0 0 0 1

2(OPE) 15 -16 -12 0 0 0 0

3(SUS) 15 -16 -12 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 23/L1 -16/L1 -18/L1 1.03

17380Bi-linear

X2; Bi-







1(HYD) 16 -10 -4 0 0 0 1

2(OPE) 11 -10 -3 0 0 0 0

3(SUS) 11 -10 -3 0 0 0 0

4(EXP) 0 0 -0 0 0 0 0

MAX 16/L1 -10/L1 -4/L1 1.26

17390 Rigid +Y

1(HYD) 0 -91 0 0 0 0 1

2(OPE) 0 -91 0 0 0 0 0

3(SUS) 0 -91 0 0 0 0 0

4(EXP) 0 0 0 0 0 0 0 MAX -91/L1 1.28

18380

Bi-linearX2; Bi-


1(HYD) 18 -16 1003 0 0 0 0

2(OPE) 12 -16 680 0 0 0 0

3(SUS) 12 -16 669 0 0 0 0

4(EXP) 0 -0 11 0 0 0 0

MAX 18/L1 -16/L1 1003/L1 0.61

18390

Bi-linearX2; Bi-


1(HYD) 19 -17 -296 0 0 0 0

2(OPE) 13 -17 -200 0 0 0 0

3(SUS) 13 -17 -197 0 0 0 0

4(EXP) 0 -0 -3 0 0 0 0

MAX 19/L1 -17/L1 -296/L1 0.97






18400 Rigid +Y

1(HYD) 0 -90 0 0 0 0 0

2(OPE) 0 -90 0 0 0 0 0

3(SUS) 0 -90 0 0 0 0 0

4(EXP) 0 0 0 0 0 0 0

MAX -90/L1 0.99




DISPLACEMENTS REPORT: Nodal MovementsCASE 1 (HYD) WW+HP

6

NODE DX mm. DY mm. DZ mm. RX deg. RY deg. RZ d

10 -9.932 -0.000 -0.000 -0.0000 -0.0000 0.00

11 -9.703 0.000 0.000 -0.0000 -0.0000 0.00

12 -9.479 0.000 0.000 -0.0000 -0.0000 0.00

13 -9.258 0.000 0.000 -0.0000 -0.0000 0.00

14 -8.934 -0.000 -0.000 -0.0000 0.0000 -0.00

15 -5.798 0.000 -0.000 -0.0000 -0.0000 0.00

16 -5.560 0.000 0.000 -0.0000 -0.0000 -0.00

17 -5.405 -0.001 0.000 -0.0000 -0.0000 -0.00

18 -5.251 -0.004 0.000 -0.0000 0.0000 -0.00

19 -5.176 -0.006 0.000 -0.0000 0.0000 -0.00

20 -5.100 -0.008 -0.000 -0.0000 0.0000 -0.00 30 -4.767 -0.000 -0.000 -0.0000 0.0000 0.00

40 -4.761 -0.000 -0.000 -0.0000 0.0000 -0.00

50 -4.755 -0.000 -0.000 -0.0000 0.0000 -0.00

60 -4.425 -0.008 -0.000 -0.0000 -0.0000 0.00

61 -4.277 -0.004 0.000 -0.0000 -0.0000 0.00

62 -4.131 -0.001 0.000 -0.0000 -0.0000 0.00

63 -3.987 0.000 0.000 -0.0000 -0.0000 0.00

64 -3.774 0.000 -0.000 -0.0000 0.0004 -0.00

65 -2.166 -0.000 0.000 -0.0000 -0.0036 0.00

66 -0.693 0.000 -0.008 -0.0000 0.0147 -0.00

67 -0.515 -0.000 -0.093 -0.0000 0.0015 -0.00

68 -0.396 -0.000 -0.030 -0.0000 -0.0485 -0.00

69 -0.278 -0.000 0.387 -0.0000 -0.1602 0.00 70 0.514 0.000 2.366 -0.0000 0.0042 0.00

71 -0.160 -0.000 1.401 -0.0000 -0.2726 0.00

72 0.194 0.000 2.204 -0.0000 -0.2192 0.00

73 0.297 0.000 2.290 -0.0000 0.0535 0.00

74 0.089 -0.000 2.216 -0.0000 0.0335 0.00

75 0.000 -0.000 2.142 0.0000 0.0103 0.00

76 -0.006 -0.000 2.034 0.0000 -0.0022 0.00

77 0.000 0.000 1.283 0.0000 0.0005 0.00

78 -0.000 -0.000 0.106 -0.0000 0.0004 0.00

79 -0.029 -0.000 -0.474 -0.0000 0.0004 0.00

80 -0.000 -0.000 -1.054 -0.0000 -0.0022 0.00

81 -0.000 -0.004 -0.787 -0.0000 0.0866 0.00

82 0.000 0.001 -0.853 -0.0000 -0.0953 0.00 89 -0.000 -0.006 -0.628 -0.0000 0.0869 0.00

90 -0.000 -0.007 -0.476 -0.0000 0.0783 0.00

100 -0.000 -0.000 -0.043 -0.0000 0.0127 -0.00

110 0.000 -0.000 -0.014 -0.0000 0.0119 -0.00

120 0.000 -0.000 0.012 -0.0000 0.0113 0.00

130 0.000 -0.008 0.000 -0.0000 -0.0033 -0.00

131 0.000 -0.004 -0.005 -0.0000 -0.0000 -0.00

132 0.000 -0.001 -0.002 -0.0000 0.0003 -0.00

133 0.000 0.000 -0.003 -0.0000 -0.0011 -0.00

134 0.000 0.000 0.003 -0.0000 0.0083 0.00





6


139 -0.663 -0.003 0.185 -0.0000 -0.0022 -0.00

140 0.000 0.000 0.303 -0.0000 0.0116 -0.00

145 0.024 0.000 0.007 0.0000 -0.0001 0.00

146 0.004 -0.000 -0.000 0.0000 0.0000 -0.00

147 -0.011 0.000 -0.000 0.0000 -0.0000 0.00

148 -0.043 -0.000 0.000 0.0000 0.0000 -0.00

149 -0.142 0.000 -0.000 0.0000 -0.0001 0.00

150 -1.441 0.000 1.228 0.0000 -0.2281 0.00

151 -0.462 -0.000 0.000 0.0000 0.0004 -0.00

152 -0.888 0.000 -0.000 0.0000 -0.0010 0.00

153 -1.377 -0.000 0.000 0.0000 0.0032 0.00

154 -1.741 0.000 -0.009 0.0000 -0.0098 -0.00

155 -1.797 0.000 -0.051 0.0000 0.0077 -0.00 156 -1.835 0.000 0.057 0.0000 0.0546 0.00

157 -1.874 0.000 0.460 0.0000 0.1329 0.00

158 -1.913 -0.000 1.201 0.0000 0.1544 0.00

159 -1.941 -0.000 1.395 0.0000 -0.0595 0.00

160 0.001 -0.008 0.945 -0.0006 0.0047 0.00

161 -0.477 0.000 1.177 0.0000 -0.1639 0.00

162 -0.006 0.000 1.126 0.0000 -0.0615 0.00

163 0.080 -0.001 1.043 -0.0004 0.0095 0.00

164 0.031 -0.004 0.994 -0.0009 0.0093 0.00

165 0.013 -0.006 0.970 -0.0009 0.0069 0.00

166 0.008 0.000 -0.229 0.0000 0.0121 0.00

167 -0.096 0.000 -0.443 -0.0000 0.0404 0.00

168 -0.327 -0.001 -0.437 -0.0001 0.0850 0.00 170 -0.011 -0.000 0.837 0.0002 -0.0012 0.00

180 -0.008 -0.000 0.836 0.0000 -0.0012 0.00

190 -0.006 -0.000 0.834 -0.0002 -0.0012 0.00

200 -0.000 -0.008 0.729 0.0006 0.0012 0.00

201 -0.009 -0.004 0.682 0.0009 0.0010 0.00

202 -0.004 -0.001 0.635 0.0004 -0.0059 0.00

203 0.050 0.000 0.589 0.0001 -0.0217 0.00

210 0.352 0.000 0.492 0.0000 -0.0283 0.00

211 0.112 0.000 0.470 -0.0001 0.0341 0.00

212 0.011 -0.001 0.459 -0.0004 0.0140 0.00

213 -0.020 -0.004 0.449 -0.0009 0.0032 0.00

214 0.185 0.000 0.245 0.0000 -0.0525 0.00

215 0.019 0.000 0.060 0.0000 -0.0281 0.00 216 -0.148 -0.000 -0.009 0.0000 -0.0071 0.00

217 -0.398 -0.000 -0.005 0.0000 0.0029 -0.00

218 -2.275 -0.000 0.000 0.0000 -0.0007 0.00 219 -0.023 -0.006 0.444 -0.0009 0.0011 0.00

220 -0.024 -0.008 0.439 -0.0006 0.0000 0.00

221 -4.532 0.000 -0.000 0.0000 0.0002 -0.00

222 -6.783 0.000 0.000 0.0000 -0.0000 0.00

223 -7.112 -0.000 -0.000 0.0000 0.0000 0.00

224 -7.335 -0.002 -0.000 0.0000 0.0000 0.00

225 -7.561 -0.004 -0.000 0.0000 0.0000 0.00





6


230 -0.016 -0.000 0.416 0.0002 -0.0013 0.00

240 -0.013 -0.000 0.416 0.0000 -0.0013 0.00

250 -0.010 -0.000 0.416 -0.0002 -0.0013 0.00

260 -0.000 -0.008 0.397 0.0006 -0.0005 0.00

261 0.001 -0.004 0.388 0.0009 -0.0000 0.00

262 0.000 -0.001 0.380 0.0004 0.0001 0.00

263 0.000 0.000 0.371 0.0001 0.0001 0.00

264 -0.000 0.000 0.359 -0.0001 0.0000 0.00

265 -0.000 -0.000 0.279 0.0000 0.0001 0.00

266 0.000 -0.000 0.168 -0.0000 -0.0003 0.00

267 -0.000 0.000 0.061 0.0000 0.0016 0.00

268 0.000 -0.000 -0.060 -0.0002 -0.0077 0.00

270 0.000 0.000 -0.237 0.0008 0.0293 0.00 271 -0.000 -0.000 -0.488 -0.0019 -0.0075 0.00

272 0.000 0.006 -0.771 0.0071 0.0007 0.00

273 -0.001 0.035 -0.808 -0.0063 -0.0001 0.00

274 -0.000 -0.049 -0.833 -0.0407 -0.0001 0.00

275 0.000 -0.795 -0.793 0.1523 -0.0001 0.00

276 -0.000 0.910 0.720 -0.1144 -0.0000 0.00

277 -0.000 -0.345 -0.858 -0.0961 -0.0001 0.00

278 0.000 -0.290 -0.332 0.1184 -0.0001 0.00

279 -0.000 -0.021 -0.107 0.0518 -0.0001 0.00

280 -0.009 -0.000 -0.271 0.0010 -0.0011 0.00

281 0.000 -0.872 -0.884 -0.1054 -0.0000 0.00

282 0.000 -0.950 -0.897 0.0346 -0.0000 0.00

283 -0.000 0.137 -0.000 0.0500 -0.0001 0.00 284 0.000 0.394 0.213 0.1123 -0.0001 0.00

285 -0.000 0.872 0.646 0.1416 -0.0001 0.00

286 -0.000 1.008 0.738 0.0207 -0.0000 0.00

287 0.000 0.353 0.692 -0.1006 -0.0000 0.00

288 -0.000 0.046 0.664 -0.0418 0.0000 0.00

289 -0.000 -0.038 0.637 -0.0062 0.0000 0.00

290 -0.156 -0.008 -0.000 0.0008 -0.0001 0.00

291 0.000 -0.007 0.597 0.0074 -0.0000 0.00

292 -0.000 0.000 0.313 -0.0025 0.0002 0.00

293 -0.023 -0.050 0.021 0.0004 0.0003 0.00

294 -0.116 0.000 -0.001 0.0009 0.0015 -0.00

295 -0.129 0.000 0.002 0.0008 -0.0001 0.00

296 -0.138 -0.001 0.001 0.0008 -0.0002 0.00 297 -0.147 -0.004 0.000 0.0008 -0.0001 0.00

298 -0.152 -0.006 -0.000 0.0008 -0.0001 0.00

299 -0.007 0.000 -0.155 0.0009 -0.0080 -0.00 300 -0.176 -0.000 -0.000 0.0008 0.0000 -0.00

301 -0.230 -0.002 -0.093 0.0008 0.0268 0.00

302 -0.465 -0.004 -0.004 0.0008 0.0149 0.00

310 -0.176 -0.000 -0.000 0.0008 0.0000 -0.00

320 -0.176 -0.000 -0.000 0.0008 0.0000 0.00

330 -0.199 -0.008 -0.000 0.0008 0.0000 -0.00

331 -0.210 -0.004 0.000 0.0008 0.0000 -0.00





6


332 -0.220 -0.001 0.000 0.0008 0.0000 -0.00

333 -0.231 0.000 0.000 0.0007 0.0000 -0.00

334 -0.247 0.000 -0.000 0.0007 -0.0000 0.00

335 -0.375 -0.000 0.000 0.0006 0.0002 -0.00

336 -0.698 0.000 -0.000 0.0004 -0.0011 0.00

337 -1.175 -0.000 0.000 0.0002 0.0040 -0.00

338 -1.500 0.000 -0.010 0.0001 -0.0122 -0.00

339 -1.549 0.000 -0.068 0.0001 0.0064 -0.00

340 -1.390 0.000 1.676 0.0000 -0.2000 0.00

341 -1.583 0.000 0.043 0.0001 0.0598 0.00

342 -1.617 -0.000 0.499 0.0001 0.1560 0.00

343 -1.652 -0.000 1.398 0.0000 0.2025 0.00

344 -1.752 -0.000 1.771 0.0000 0.0020 0.00 345 -0.498 0.000 1.641 0.0000 -0.1550 0.00

346 -0.044 0.000 1.607 -0.0000 -0.0597 0.00

347 0.067 0.000 1.574 -0.0000 -0.0065 0.00

348 0.010 -0.000 1.525 -0.0000 0.0121 0.00

349 -0.000 -0.000 1.206 0.0000 -0.0039 0.00

350 -0.005 0.000 -0.061 0.0006 -0.0070 0.00

351 0.000 -0.000 0.778 -0.0000 0.0013 0.00

352 -0.000 0.000 0.404 0.0000 -0.0005 0.00

353 -0.000 -0.000 0.123 -0.0000 0.0003 0.00

354 0.000 0.000 0.032 0.0000 -0.0006 0.00

355 -0.000 -0.000 -0.009 -0.0002 0.0019 0.00

356 0.000 0.000 -0.152 -0.0002 0.0017 0.00

357 -0.000 -0.000 -0.412 0.0000 0.0001 0.00 358 0.000 0.000 -0.779 -0.0000 -0.0012 0.00

359 -0.000 -0.000 -1.203 0.0000 0.0039 0.00

360 -1.666 -0.000 -1.397 -0.0000 -0.2019 0.00

361 0.010 0.000 -1.520 -0.0000 -0.0122 0.00

362 0.067 -0.000 -1.568 0.0000 0.0065 0.00

363 -0.044 -0.000 -1.601 0.0000 0.0599 0.00

364 -0.499 0.000 -1.635 -0.0000 0.1557 0.00

365 -1.396 -0.000 -1.669 -0.0000 0.2015 0.00

366 -1.764 -0.000 -1.766 -0.0000 -0.0003 0.00

367 -1.632 0.000 -0.499 -0.0000 -0.1559 0.00

368 -1.598 0.000 -0.044 -0.0000 -0.0599 -0.00

369 -1.565 0.000 0.067 -0.0000 -0.0065 -0.00

370 0.040 0.000 -0.004 -0.0000 -0.0041 0.00 371 -1.516 -0.000 0.010 -0.0000 0.0122 -0.00

372 -1.199 0.000 -0.000 -0.0000 -0.0040 0.00

373 -0.773 -0.000 0.000 -0.0000 0.0013 -0.00 374 -0.401 0.000 -0.000 -0.0000 -0.0005 0.00

375 -0.122 -0.000 0.000 -0.0000 0.0002 -0.00

376 -0.032 0.000 0.000 -0.0000 -0.0004 0.00

377 0.003 -0.000 -0.000 -0.0000 0.0011 -0.00

378 0.058 0.000 0.000 0.0001 0.0010 -0.00

379 0.170 -0.000 -0.000 0.0002 -0.0003 0.00

380 1.461 -0.003 -0.812 -0.0001 -0.2719 -0.00





6


381 0.544 0.000 -0.000 0.0003 0.0004 -0.00

382 1.046 -0.000 0.000 0.0004 -0.0010 0.00

383 0.425 -0.001 -0.746 -0.0010 -0.1662 -0.00

384 -0.017 0.007 -0.680 -0.0033 -0.0532 -0.00

385 0.002 -1.195 -0.265 -0.0640 -0.0005 0.00

386 0.000 0.588 -1.515 0.0509 -0.0000 -0.00

387 0.000 -0.907 -0.472 -0.0640 -0.0004 -0.00

388 -0.000 -0.729 -0.571 -0.0301 -0.0002 -0.00

389 1.621 -0.000 -0.000 0.0004 0.0030 -0.00

390 0.000 -0.008 -0.396 0.0006 0.0001 -0.00

391 2.050 0.000 0.008 0.0004 -0.0091 0.00

392 2.115 0.000 0.050 0.0004 0.0052 0.00

393 2.160 0.000 -0.036 0.0004 0.0457 -0.00 394 2.206 -0.000 -0.381 0.0004 0.1175 -0.00

395 2.253 -0.000 -1.055 0.0004 0.1495 -0.00

396 2.212 -0.001 -1.108 0.0005 -0.1479 -0.00

397 -0.098 0.029 -0.614 -0.0062 -0.0026 -0.00

398 -0.039 0.056 -0.512 0.0062 0.0097 0.00

399 -0.007 -0.027 -0.447 0.0434 0.0046 0.00

400 0.002 -0.000 -0.331 -0.0002 0.0001 -0.00

401 0.003 -0.357 -0.382 0.1136 0.0011 0.00

402 0.004 -1.017 -0.317 0.1514 -0.0002 0.00

403 0.003 -1.215 -0.264 0.0602 -0.0006 0.00

404 -0.000 -0.564 -0.631 -0.0522 -0.0002 -0.00

405 -0.000 -0.257 -0.860 -0.1324 -0.0002 -0.00

406 0.000 0.334 -1.373 -0.1837 -0.0001 -0.00 407 0.000 0.562 -1.514 -0.0946 -0.0001 -0.00

408 -0.000 0.265 -1.473 0.0637 -0.0000 -0.00

409 -0.000 0.054 -1.433 0.0308 0.0000 -0.00

410 0.002 -0.000 -0.330 -0.0000 0.0001 -0.00

411 -0.000 -0.016 -1.392 0.0066 0.0000 -0.00

412 0.000 -0.005 -1.333 -0.0041 0.0000 -0.00

413 0.000 0.000 -0.904 0.0010 0.0000 -0.00

414 -0.000 0.000 -0.529 -0.0002 -0.0000 -0.00

415 -0.000 0.000 -0.484 0.0001 -0.0000 -0.00

416 -0.000 -0.001 -0.455 0.0004 0.0000 -0.00

417 0.000 -0.004 -0.425 0.0009 0.0001 -0.00

418 0.000 -0.006 -0.410 0.0009 0.0001 -0.00

419 0.221 0.000 -0.019 0.0006 -0.0153 0.00 420 0.002 -0.000 -0.329 0.0002 0.0001 -0.00

421 0.446 0.000 0.099 0.0007 -0.0422 -0.00

422 0.439 -0.001 0.334 0.0007 -0.0857 -0.00 423 0.013 0.000 0.221 -0.0000 -0.0130 0.00

424 -0.098 0.000 0.446 0.0000 -0.0410 0.00

425 -0.331 -0.001 0.439 0.0001 -0.0855 0.00

430 -0.000 -0.008 -0.267 -0.0006 -0.0006 -0.00

431 -0.003 -0.004 -0.240 -0.0009 0.0004 -0.00

432 0.006 -0.001 -0.212 -0.0004 0.0045 -0.00

433 0.039 0.000 -0.184 -0.0001 0.0112 -0.00





6


434 -0.091 0.000 -0.105 0.0001 -0.0696 -0.00

440 -1.054 0.000 -0.025 -0.0001 0.0243 -0.00

441 -0.261 0.000 -0.022 0.0001 0.0861 -0.00

442 -0.013 -0.001 -0.020 0.0004 0.0328 -0.00

443 0.051 -0.004 -0.018 0.0009 0.0054 -0.00

444 0.055 -0.006 -0.017 0.0009 0.0001 -0.00

445 0.050 -0.008 -0.016 0.0006 -0.0025 -0.00

446 -0.516 -0.000 -0.000 -0.0000 -0.0036 -0.00

447 -0.359 0.000 0.000 -0.0000 0.0004 0.00

448 -0.339 0.000 -0.000 -0.0000 -0.0000 -0.00

449 -0.326 -0.001 -0.000 -0.0000 -0.0001 -0.00

450 0.014 -0.000 -0.012 -0.0002 -0.0025 -0.00

451 -0.313 -0.004 -0.000 -0.0000 -0.0000 -0.00 460 0.009 -0.000 -0.013 -0.0000 -0.0024 -0.00

470 0.003 -0.000 -0.013 0.0002 -0.0024 -0.00

480 -0.000 -0.008 -0.011 -0.0006 0.0003 -0.00

481 0.000 -0.004 -0.011 -0.0009 0.0000 -0.00

482 0.000 -0.001 -0.010 -0.0004 -0.0000 -0.00

483 0.000 0.000 -0.009 -0.0001 -0.0000 -0.00

484 -0.000 0.000 -0.008 0.0001 -0.0000 -0.00

485 0.000 0.796 0.846 0.1597 0.0000 -0.00

486 0.000 -0.935 -0.731 -0.1176 0.0000 -0.00

487 -0.000 0.273 0.360 0.1230 0.0000 -0.00

488 -0.000 0.002 0.126 0.0505 0.0000 -0.00

489 -0.000 -0.000 -0.000 -0.0000 0.0000 -0.00

490 0.032 -0.000 0.166 -0.0002 0.0006 -0.00 491 0.000 0.000 0.015 -0.0000 -0.0000 -0.00

492 -0.000 -0.000 0.041 0.0000 0.0000 -0.00

493 0.000 0.000 0.213 -0.0003 -0.0000 -0.00

494 -0.000 -0.000 0.433 0.0007 0.0000 -0.00

495 0.000 0.000 0.680 -0.0022 0.0000 -0.00

496 -0.000 -0.007 0.862 0.0070 -0.0000 -0.00

497 -0.000 -0.035 0.890 -0.0066 -0.0000 -0.00

498 -0.448 0.000 0.000 -0.0002 -0.0005 0.00

499 -1.014 -0.000 -0.000 -0.0001 -0.0037 0.00

500 -1.346 0.000 -1.727 -0.0000 0.1896 0.00

501 -0.000 0.051 0.909 -0.0415 0.0000 -0.00

502 0.000 0.352 0.929 -0.0974 0.0000 -0.00

503 0.000 0.884 0.949 -0.1056 0.0000 -0.00 504 0.000 0.959 0.958 0.0396 0.0000 -0.00

505 0.000 -0.155 0.017 0.0478 0.0000 -0.00

506 0.000 -0.411 -0.202 0.1149 0.0000 -0.00 507 -0.000 -0.898 -0.652 0.1455 0.0000 -0.00

508 -0.000 -1.036 -0.747 0.0212 0.0000 -0.00

509 -0.000 -0.362 -0.708 -0.1033 -0.0000 -0.00

510 -0.000 -0.000 -0.440 0.0000 0.0002 -0.00

511 -0.000 -0.047 -0.686 -0.0429 -0.0000 -0.00

512 -0.000 0.039 -0.664 -0.0063 -0.0000 -0.00

513 0.000 0.007 -0.631 0.0075 0.0000 -0.00





6


514 -0.000 -0.000 -0.408 -0.0022 -0.0000 -0.00

515 0.000 0.000 -0.114 0.0006 0.0002 -0.00

516 0.012 -0.008 0.026 -0.0001 0.0004 -0.00

517 -1.385 0.000 0.010 -0.0000 0.0124 -0.00

518 -1.441 0.000 0.070 -0.0000 -0.0060 -0.00

519 -1.478 0.000 -0.039 -0.0000 -0.0595 0.00

520 0.001 -0.008 -0.056 0.0006 0.0001 -0.00

521 -1.517 -0.000 -0.495 -0.0000 -0.1571 0.00

522 -1.555 -0.000 -1.406 -0.0000 -0.2079 0.00

523 -1.670 -0.000 -1.807 -0.0000 -0.0149 0.00

524 -0.489 0.000 -1.691 -0.0000 0.1499 0.00

525 -0.047 0.000 -1.656 0.0000 0.0585 0.00

526 0.063 0.000 -1.622 0.0000 0.0068 0.00 527 0.010 -0.000 -1.571 0.0000 -0.0116 0.00

528 -0.000 -0.000 -1.240 0.0000 0.0039 0.00

529 0.000 0.000 -0.754 -0.0000 -0.0010 0.00

530 0.002 -0.000 -0.041 -0.0002 0.0001 -0.00

531 0.000 0.000 -0.289 -0.0000 -0.0001 -0.00

532 -0.000 -0.000 -0.166 0.0000 0.0000 -0.00

533 -0.000 0.000 -0.087 -0.0001 -0.0000 -0.00

534 -0.000 0.000 -0.076 0.0001 -0.0000 -0.00

535 -0.000 -0.001 -0.069 0.0004 0.0000 -0.00

536 0.000 -0.004 -0.063 0.0009 0.0001 -0.00

537 0.000 -0.006 -0.059 0.0009 0.0001 -0.00

538 0.360 -0.000 0.088 -0.0002 0.0030 0.00

540 0.003 -0.000 -0.041 0.0000 0.0001 -0.00 550 0.003 -0.000 -0.041 0.0002 0.0001 -0.00

560 0.000 -0.008 -0.029 -0.0006 -0.0009 -0.00

561 -0.006 -0.004 -0.024 -0.0009 -0.0026 -0.00

562 -0.024 -0.001 -0.018 -0.0004 -0.0051 -0.00

563 -0.048 0.000 -0.013 -0.0001 -0.0033 -0.00

564 0.202 0.000 -0.002 0.0000 0.0872 -0.00

569 0.760 0.000 0.004 0.0000 0.1069 -0.00

570 1.105 -0.000 0.010 -0.0000 -0.0026 -0.00

571 0.342 0.000 -0.000 -0.0000 0.0006 0.00

572 0.106 -0.000 0.000 -0.0000 -0.0001 0.00

573 0.035 0.000 -0.000 -0.0000 -0.0001 -0.00

574 0.017 -0.000 0.000 -0.0000 0.0004 0.00

575 0.217 0.000 0.062 -0.0000 -0.0887 -0.00 576 -0.047 0.000 0.114 0.0001 0.0014 -0.00

577 -0.026 -0.001 0.140 0.0004 0.0051 -0.00

578 -0.006 -0.004 0.165 0.0009 0.0033 -0.00 580 0.012 0.000 -0.001 -0.0000 -0.0015 -0.00

581 0.005 0.000 0.228 -0.0000 -0.0013 -0.00

582 0.001 0.000 0.457 0.0000 -0.0005 -0.00

583 -0.001 -0.000 0.686 0.0001 -0.0001 -0.00

584 -0.001 -0.000 0.786 0.0002 -0.0000 -0.00

585 -0.000 -0.002 1.016 0.0005 0.0001 -0.00

586 -0.000 -0.004 1.246 0.0004 0.0000 -0.00





6


590 0.034 0.000 -0.010 0.0000 -0.0028 0.00

591 0.020 -0.000 -0.000 0.0002 0.0008 -0.00

592 0.009 0.000 0.000 0.0004 -0.0002 0.00

593 0.003 0.000 -0.000 0.0006 0.0000 -0.00

594 0.002 0.000 0.000 0.0006 -0.0000 0.00

595 0.002 -0.001 0.000 0.0006 -0.0000 0.00

596 0.001 -0.004 -0.000 0.0006 -0.0000 0.00

597 0.011 0.000 0.215 -0.0000 -0.0121 0.00

598 -0.096 -0.000 0.440 0.0000 -0.0403 0.00

599 0.001 -0.006 -0.000 0.0006 -0.0000 0.00

600 0.001 -0.008 -0.000 0.0006 -0.0000 0.00

601 -0.327 -0.001 0.435 0.0002 -0.0846 0.00

610 -0.000 -0.000 -0.000 0.0007 0.0000 -0.00 620 0.000 -0.000 0.000 0.0007 0.0000 -0.00

630 0.000 -0.000 0.000 0.0007 0.0000 0.00

640 -0.000 -0.008 0.000 0.0007 -0.0000 -0.00

641 -0.001 -0.004 -0.000 0.0007 -0.0000 -0.00

642 -0.001 -0.001 -0.000 0.0007 -0.0001 -0.00

643 -0.001 0.000 -0.001 0.0007 -0.0000 -0.00

644 -0.002 0.000 0.000 0.0007 0.0006 0.00

645 -0.006 -0.000 -0.000 0.0009 -0.0046 -0.00

799 -0.000 -0.006 0.178 0.0009 0.0023 -0.00

800 0.004 -0.008 0.191 0.0006 0.0015 -0.00

810 0.008 -0.000 0.248 -0.0002 -0.0005 -0.00

820 0.006 -0.000 0.248 -0.0000 -0.0005 -0.00

825 0.005 -0.000 0.249 0.0002 -0.0005 -0.00 830 0.000 -0.008 0.309 -0.0006 -0.0003 -0.00

831 -0.000 -0.004 0.337 -0.0008 -0.0000 -0.00

832 -0.000 -0.001 0.364 -0.0003 0.0000 -0.00

833 -0.000 -0.001 0.391 -0.0001 0.0000 -0.00

835 0.000 0.828 0.690 0.1432 0.0000 -0.00

836 -0.000 -0.877 -0.784 -0.1083 0.0000 -0.00

837 -0.000 0.345 0.256 0.1127 0.0000 -0.00

838 0.000 0.001 0.433 -0.0007 0.0000 -0.00

839 0.000 -0.011 0.632 0.0060 -0.0000 -0.00

840 -0.091 0.000 -0.017 0.0007 -0.0015 -0.00

841 -0.000 -0.036 0.676 -0.0064 -0.0000 -0.00

842 -0.000 0.047 0.706 -0.0407 -0.0000 -0.00

843 -0.000 0.344 0.736 -0.0972 0.0000 -0.00 844 0.000 0.881 0.766 -0.1092 0.0000 -0.00

845 0.000 0.970 0.784 0.0255 0.0000 -0.00

846 -0.000 0.085 0.045 0.0499 0.0000 -0.00 847 0.000 -0.073 -0.057 0.0501 0.0000 -0.00

848 0.000 -0.334 -0.269 0.1134 0.0000 -0.00

849 0.000 -0.820 -0.706 0.1443 0.0000 -0.00

850 -0.000 -0.963 -0.801 0.0270 0.0000 -0.00

851 -0.000 -0.343 -0.754 -0.0968 -0.0000 -0.00

852 -0.000 -0.047 -0.724 -0.0406 -0.0000 -0.00

853 -0.000 0.036 -0.694 -0.0061 -0.0000 -0.00





6


854 0.000 0.006 -0.650 0.0071 0.0001 -0.00

855 -0.000 -0.000 -0.324 -0.0018 -0.0009 -0.00

856 0.000 -0.000 0.014 -0.0002 0.0013 -0.00

857 -0.000 0.000 0.067 0.0001 -0.0029 -0.00

900 0.016 -0.000 0.004 0.0000 -0.0001 0.00

901 0.011 0.000 -0.000 0.0000 0.0002 -0.00

902 0.024 -0.000 0.000 0.0000 -0.0008 0.00

903 0.075 0.000 -0.000 0.0000 0.0031 0.00

904 0.208 -0.000 0.000 0.0000 -0.0109 -0.00

905 -0.070 0.000 -0.405 -0.0000 0.0352 0.00

906 -0.285 -0.001 -0.406 -0.0001 0.0791 0.00

910 0.576 -0.000 0.007 0.0000 0.0403 0.00

911 0.787 0.000 -0.004 0.0000 -0.0156 -0.00 912 1.003 -0.000 0.071 0.0000 0.0138 0.00

913 1.059 0.000 -0.041 0.0000 0.0573 0.00

914 1.115 0.000 -0.482 0.0000 0.1562 -0.00

915 1.171 0.000 -1.410 0.0000 0.2214 -0.00

916 1.339 0.000 -1.900 0.0000 0.0606 -0.00

917 0.008 -0.000 -0.410 -0.0000 0.0850 0.00

918 -0.300 -0.001 -0.383 -0.0002 0.0946 0.00

920 1.160 -0.000 -1.875 0.0000 -0.1480 -0.00

921 0.446 -0.000 -1.830 -0.0000 -0.1282 -0.00

922 0.057 -0.000 -1.786 -0.0000 -0.0529 -0.00

923 -0.049 -0.000 -1.743 -0.0000 -0.0076 -0.00

924 -0.009 0.000 -1.680 -0.0000 0.0093 -0.00

925 0.000 -0.000 -1.259 0.0000 -0.0014 -0.00 926 -0.000 0.000 -0.692 -0.0000 -0.0073 -0.00

930 0.001 0.000 -0.229 0.0000 0.0306 -0.00

931 0.000 -0.000 0.335 -0.0000 -0.0041 -0.00

932 -0.000 -0.000 0.784 0.0000 -0.0002 -0.00

933 0.000 -0.000 1.264 0.0000 0.0034 -0.00

934 -0.010 -0.000 1.615 -0.0000 -0.0109 -0.00

935 -0.059 0.000 1.669 -0.0000 0.0071 -0.00

936 0.050 0.000 1.705 -0.0000 0.0569 -0.00

937 0.477 0.000 1.743 0.0000 0.1436 -0.00

938 1.292 -0.000 1.781 0.0000 0.1772 -0.00

939 1.572 -0.000 1.843 0.0000 -0.0295 -0.00

940 1.440 -0.000 1.412 0.0000 -0.2134 -0.00

941 1.396 0.000 0.489 0.0000 -0.1581 -0.00 942 1.353 0.000 0.034 0.0000 -0.0592 -0.00

943 1.311 0.000 -0.073 0.0000 -0.0056 -0.00

944 1.248 -0.000 -0.010 0.0000 0.0139 0.00 945 0.838 0.000 -0.001 0.0000 -0.0171 -0.00

946 -0.228 0.000 -0.086 0.0000 0.0254 -0.00

947 -0.457 0.000 -0.010 0.0000 0.0103 0.00

948 -0.686 -0.000 0.011 0.0000 0.0015 0.00

949 -0.787 -0.000 0.011 0.0000 -0.0000 0.00

950 0.467 -0.000 0.006 0.0000 0.0558 0.00

951 0.136 -0.000 0.000 0.0000 -0.0160 -0.00





6


952 -1.016 -0.002 0.007 0.0000 -0.0012 0.00

953 -1.246 -0.004 0.002 0.0000 -0.0010 0.00

954 0.168 0.000 -0.222 0.0000 0.0613 0.00

955 -0.108 -0.000 -0.450 -0.0000 0.0672 0.00

956 -0.385 -0.001 -0.431 -0.0002 0.0923 0.00

960 0.017 0.000 0.000 0.0000 0.0028 0.00

961 0.004 -0.000 0.000 0.0000 -0.0004 -0.00

962 0.002 0.000 -0.000 0.0000 0.0001 -0.00

963 0.001 -0.000 0.000 0.0000 -0.0000 0.00

964 0.000 0.000 -0.000 0.0000 -0.0000 -0.00

965 -0.000 0.000 -0.000 0.0000 0.0000 0.00

966 -0.000 -0.001 0.000 0.0000 0.0001 0.00

967 -0.000 -0.004 0.001 0.0000 0.0003 0.00 968 0.006 0.000 -0.228 0.0000 0.0020 0.00

969 -0.000 -0.006 0.002 0.0000 0.0004 0.00

970 -0.000 -0.008 0.002 -0.0000 0.0004 0.00

971 0.000 0.000 -0.457 -0.0000 0.0007 0.00

972 -0.001 -0.000 -0.686 -0.0001 0.0001 0.00

973 -0.001 -0.000 -0.787 -0.0002 -0.0000 0.00

974 -0.000 -0.002 -1.016 -0.0005 -0.0001 0.00

975 -0.000 -0.004 -1.246 -0.0004 -0.0001 0.00

980 -0.000 -0.000 0.002 -0.0000 -0.0010 -0.00

990 0.000 -0.000 -0.000 -0.0000 -0.0011 0.00

1000 0.000 -0.000 -0.003 -0.0000 -0.0011 0.00

1010 0.000 -0.008 0.000 -0.0000 0.0041 -0.00

1011 0.000 -0.004 0.026 -0.0000 0.0041 -0.00 1012 0.000 -0.001 0.026 -0.0000 -0.0101 -0.00

1013 0.000 0.001 -0.082 -0.0000 -0.0474 -0.00

1014 0.000 0.001 -0.509 -0.0000 -0.1073 0.00

1199 -0.307 -0.006 0.000 -0.0000 -0.0000 -0.00

1200 -0.300 -0.008 0.000 -0.0000 -0.0000 -0.00

1210 -0.272 -0.000 0.000 -0.0000 0.0000 0.00

1220 -0.272 -0.000 0.000 -0.0000 0.0000 -0.00

1230 -0.272 -0.000 0.000 -0.0000 0.0000 -0.00

1240 -0.247 -0.008 -0.000 -0.0000 0.0000 0.00

1241 -0.236 -0.004 -0.000 -0.0000 -0.0000 0.00

1242 -0.225 -0.001 0.000 -0.0000 -0.0001 0.00

1243 -0.214 0.000 0.001 0.0000 -0.0003 0.00

1244 -0.179 0.000 -0.004 0.0000 0.0019 -0.00 1250 -0.145 -0.000 0.020 0.0000 -0.0122 -0.00

1251 -0.058 0.000 -0.206 -0.0000 -0.0244 -0.00

1252 0.093 -0.000 -0.432 -0.0001 -0.0471 -0.00 1253 0.333 -0.001 -0.424 -0.0002 -0.0852 -0.00

1260 -0.055 -0.000 -0.001 0.0000 0.0079 0.00

1261 -0.015 0.000 -0.000 0.0000 -0.0020 -0.00

1262 0.001 0.000 0.000 0.0000 0.0001 0.00

1263 0.017 -0.000 -0.000 0.0000 0.0015 -0.00

1264 0.060 0.000 0.000 0.0000 -0.0061 0.00

1265 -0.019 -0.000 0.225 -0.0000 0.0061 0.00





6


1266 -0.002 0.000 0.452 -0.0000 0.0024 0.00

1267 0.003 0.000 0.679 -0.0000 0.0004 0.00

1268 0.001 0.000 1.060 -0.0000 -0.0003 0.00

1269 0.000 -0.000 1.443 0.0002 -0.0001 0.00

1270 0.213 0.000 0.005 0.0000 0.0239 -0.00

1271 -0.000 -0.002 1.672 0.0005 -0.0000 0.00

1272 -0.000 -0.004 1.901 0.0004 0.0000 0.00

1273 0.092 0.000 -0.401 -0.0000 -0.0160 -0.00

1274 0.272 -0.001 -0.413 -0.0001 -0.0731 -0.00

1280 0.959 -0.000 -0.000 0.0000 -0.0000 0.00

1281 1.445 0.000 0.008 0.0000 -0.0119 -0.00

1282 1.503 -0.000 0.064 0.0000 0.0062 0.00

1283 1.543 -0.000 -0.043 0.0000 0.0576 0.00 1284 1.583 -0.000 -0.481 0.0000 0.1496 0.00

1285 1.624 0.000 -1.342 0.0000 0.1927 0.00

1286 1.718 0.000 -1.688 0.0000 -0.0033 0.00

1290 1.355 0.000 -1.587 0.0000 -0.1967 0.00

1291 0.483 -0.000 -1.545 0.0000 -0.1511 0.00

1292 0.042 -0.000 -1.504 -0.0000 -0.0579 0.00

1293 -0.065 -0.000 -1.463 -0.0000 -0.0064 0.00

1294 -0.014 0.000 -1.404 -0.0000 0.0103 0.00

1295 0.001 -0.000 -1.113 0.0000 -0.0007 0.00

1300 -0.000 0.000 -0.851 -0.0000 -0.0064 0.00

1310 0.005 0.000 -0.329 0.0000 0.0436 0.00

1311 0.000 0.000 -0.047 -0.0000 -0.0096 0.00

1312 -0.000 -0.008 0.386 0.0007 -0.0000 -0.00 1313 -0.000 -0.000 0.070 0.0000 0.0017 0.00

1314 -0.000 -0.001 0.404 -0.0002 -0.0000 -0.00

1315 0.000 0.000 0.169 -0.0000 -0.0004 0.00

1316 -0.000 -0.000 0.404 -0.0001 -0.0000 -0.00

1317 -0.000 -0.000 0.273 0.0000 0.0001 -0.00

1318 -0.000 -0.000 0.404 0.0001 -0.0000 -0.00

1319 0.000 -0.007 0.425 -0.0005 0.0000 -0.00

1320 -0.004 -0.000 0.534 -0.0000 -0.0095 -0.00

1321 0.000 0.000 0.350 -0.0001 -0.0000 -0.00

1322 -0.000 0.000 0.361 0.0001 0.0000 -0.00

1323 -0.000 -0.001 0.369 0.0004 0.0000 -0.00

1324 -0.000 -0.004 0.377 0.0009 -0.0000 -0.00

1325 -0.000 -0.006 0.382 0.0009 -0.0000 -0.00 1326 0.000 -0.003 0.435 -0.0008 0.0000 -0.00

1327 0.000 -0.001 0.445 -0.0004 -0.0001 -0.00

1328 -0.001 0.000 0.455 -0.0001 -0.0004 -0.00 1329 0.003 0.000 0.493 0.0000 0.0022 -0.00

1330 0.058 0.000 0.629 0.0000 0.0570 -0.00

1331 -0.255 0.000 0.582 0.0000 -0.0086 -0.00

1332 -0.521 -0.000 0.003 0.0000 -0.0297 0.00

1333 -1.114 0.000 0.007 0.0000 0.0114 -0.00

1334 -1.226 0.000 0.049 -0.0000 -0.0063 -0.00

1335 -1.301 0.000 -0.041 -0.0000 -0.0455 0.00





6


1336 -1.377 -0.000 -0.377 -0.0000 -0.1121 0.00

1337 -1.454 -0.000 -1.009 -0.0000 -0.1349 0.00

1338 -1.510 -0.000 -1.197 -0.0000 0.0340 0.00

1339 -0.209 -0.000 -0.124 0.0000 0.0365 0.00

1340 -1.147 -0.000 -1.061 -0.0000 0.1764 0.00

1341 -0.393 0.000 -0.978 -0.0000 0.1285 0.00

1342 -0.005 -0.008 -0.462 0.0007 -0.0003 0.00

1343 -0.002 -0.001 -0.282 -0.0003 0.0006 0.00

1344 -0.000 -0.000 -0.279 -0.0001 0.0006 0.00

1345 0.001 -0.000 -0.276 0.0001 0.0006 0.00

1346 -0.000 -0.007 -0.102 -0.0005 -0.0011 0.00

1347 -0.000 0.000 0.152 -0.0001 0.0090 0.00

1348 -0.005 0.000 0.412 0.0000 -0.0073 0.00 1349 -0.058 -0.000 0.673 -0.0000 0.0083 0.00

1350 1.378 0.000 0.932 -0.0000 -0.1222 0.00

1351 -0.024 0.000 -0.895 -0.0000 0.0480 0.00

1352 0.064 0.000 -0.813 -0.0000 0.0057 0.00

1353 0.038 0.000 -0.706 0.0001 -0.0070 0.00

1354 0.011 -0.001 -0.624 0.0004 -0.0045 0.00

1355 -0.001 -0.004 -0.543 0.0009 -0.0017 0.00

1356 -0.004 -0.006 -0.503 0.0009 -0.0008 0.00

1357 -0.007 -0.003 -0.021 -0.0008 -0.0018 0.00

1358 -0.014 -0.001 0.060 -0.0004 -0.0002 0.00

1359 0.028 -0.000 0.766 -0.0000 0.0447 0.00

1360 0.780 0.000 0.014 -0.0000 0.0616 -0.00

1361 0.371 0.000 0.859 -0.0000 0.1204 0.00 1362 1.081 0.000 0.953 -0.0000 0.1673 0.00

1363 1.430 0.000 1.092 -0.0000 0.0369 0.00

1364 1.291 0.000 0.356 -0.0000 -0.1027 -0.00

1365 1.205 0.000 0.046 -0.0000 -0.0428 0.00

1366 1.120 -0.000 -0.047 -0.0000 -0.0108 0.00

1367 0.949 -0.000 -0.078 -0.0000 -0.0057 0.00

1368 -0.423 -0.000 -0.014 0.0000 0.0147 0.00

1369 -0.637 -0.000 0.014 0.0000 0.0020 0.00

1370 0.134 -0.000 0.000 0.0000 -0.0102 0.00

1371 -0.133 0.000 -0.000 0.0000 0.0026 -0.00

1372 -0.406 -0.008 0.000 0.0000 -0.0003 0.00

1373 -0.449 -0.041 -0.000 0.0000 0.0000 -0.00

1374 -0.477 0.044 -0.000 0.0000 0.0000 -0.04 1375 -0.480 0.961 0.000 0.0000 0.0000 0.13

1376 1.075 -0.831 -0.000 0.0000 0.0000 -0.09

1377 -0.072 0.511 0.000 0.0000 0.0000 0.10 1378 0.126 0.269 -0.000 0.0000 0.0000 0.04

1379 -0.506 0.364 -0.000 0.0000 0.0000 -0.10

1380 -0.685 -0.000 -0.007 -0.0000 0.0812 -0.00

1381 -0.535 0.957 0.000 0.0000 0.0000 -0.12

1382 -0.558 1.078 0.000 0.0000 0.0000 0.00

1383 0.228 0.111 -0.000 0.0000 0.0000 0.05

1384 0.464 -0.168 -0.000 0.0000 0.0000 0.12





6


1385 0.962 -0.708 -0.000 0.0000 0.0000 0.16

1386 1.082 -0.886 -0.000 0.0000 0.0000 0.05

1387 1.052 -0.337 0.000 0.0000 0.0000 -0.09

1388 1.030 -0.052 0.000 0.0000 0.0000 -0.03

1389 1.009 0.031 0.000 0.0000 0.0000 -0.00

1390 -1.543 -0.008 0.002 -0.0000 0.0005 0.00

1391 0.977 0.007 -0.000 0.0000 -0.0000 0.00

1392 0.772 -0.000 0.000 0.0000 0.0000 -0.00

1393 0.494 0.000 -0.000 0.0000 -0.0001 0.00

1394 0.249 -0.000 0.000 0.0000 0.0003 -0.00

1395 0.047 0.000 -0.000 -0.0000 -0.0017 0.00

1396 -0.082 0.000 0.000 -0.0000 0.0066 -0.00

1397 -0.265 -0.000 -0.000 -0.0000 -0.0220 0.00 1398 -1.287 0.000 0.004 -0.0000 -0.0086 -0.00

1399 -1.371 0.000 -0.011 -0.0000 0.0007 0.00

1400 -1.672 -0.000 0.004 -0.0000 0.0000 -0.00

1401 -1.428 -0.001 -0.005 -0.0000 0.0012 0.00

1402 -1.485 -0.004 -0.001 -0.0000 0.0008 0.00

1403 -1.514 -0.006 0.001 -0.0000 0.0006 0.00

1404 -0.958 0.000 0.003 0.0000 -0.0026 -0.00

1405 -3.234 0.000 -0.000 0.0000 0.0003 0.00

1406 -3.571 -0.000 0.000 0.0000 -0.0000 0.00

1407 -3.797 -0.002 0.000 0.0000 -0.0000 0.00

1408 -4.025 -0.004 0.000 0.0000 -0.0000 0.00

1409 0.143 0.000 0.280 0.0000 0.0683 -0.00

1410 -1.674 -0.000 0.004 -0.0000 -0.0000 -0.00 1411 0.228 0.000 0.055 0.0000 0.0325 -0.00

1412 0.313 -0.000 -0.018 0.0000 0.0068 -0.00

1413 0.440 -0.000 -0.005 0.0000 -0.0044 0.00

1414 1.406 -0.000 0.000 0.0000 0.0016 -0.00

1415 2.319 0.000 0.000 0.0000 -0.0025 0.00

1416 3.465 -0.000 0.000 0.0000 0.0090 -0.00

1417 3.633 -0.000 -0.075 0.0000 0.0140 -0.00

1418 3.747 -0.000 -0.135 0.0000 0.0025 0.00

1419 3.862 0.000 -0.056 0.0000 -0.0633 0.00

1420 -1.677 -0.000 0.004 -0.0000 -0.0000 0.00

1421 3.978 0.000 0.496 0.0000 -0.2159 0.00

1422 3.301 0.000 2.075 0.0000 -0.7209 0.00

1423 0.362 -0.000 -0.212 -0.0000 0.0842 -0.00 1424 0.077 0.000 -0.439 0.0000 0.0424 -0.00

1425 -0.025 0.000 -0.666 0.0000 0.0111 -0.00

1426 -0.022 0.000 -1.048 0.0000 -0.0039 -0.00 1427 -0.002 -0.000 -1.431 -0.0002 -0.0014 -0.00

1428 0.001 -0.002 -1.659 -0.0005 -0.0003 -0.00

1429 0.001 -0.004 -1.889 -0.0004 0.0001 -0.00

1430 -1.809 -0.008 -0.000 -0.0000 -0.0009 -0.00

1431 -1.869 -0.003 0.004 -0.0001 0.0109 -0.00

1432 -1.977 0.000 0.336 -0.0001 0.0890 -0.00

1433 -2.039 0.000 0.826 -0.0001 0.0855 -0.00





6


1434 -1.989 0.000 0.794 -0.0001 -0.1257 0.00

1435 0.229 0.000 0.075 -0.0001 0.0163 -0.00

1436 0.458 0.000 0.018 -0.0001 0.0087 -0.00

1437 -0.249 0.000 0.223 -0.0000 0.0859 -0.00

1438 0.112 -0.000 0.453 0.0000 0.0807 -0.00

1439 0.412 -0.001 0.426 0.0002 0.0959 -0.00

1440 -1.377 0.000 0.549 -0.0000 -0.2391 -0.00

1441 -0.428 0.000 0.462 -0.0000 -0.1557 -0.00

1442 -0.002 -0.000 0.375 -0.0000 -0.0528 -0.00

1443 0.084 -0.000 0.289 0.0000 -0.0037 -0.00

1444 0.035 -0.000 0.160 0.0000 0.0086 -0.00

1445 -0.033 0.000 -0.049 -0.0000 0.0095 -0.00

1446 -0.094 0.000 -0.178 0.0000 -0.0006 -0.00 1447 -0.025 0.000 -0.265 0.0000 -0.0490 -0.00

1448 0.390 0.000 -0.351 0.0000 -0.1589 -0.00

1449 1.393 0.000 -0.437 -0.0000 -0.2684 -0.00

1450 2.282 -0.000 -0.874 -0.0000 0.1115 -0.00

1451 2.197 -0.000 -0.783 -0.0000 -0.1894 -0.00

1452 2.221 -0.000 -0.336 -0.0000 0.0966 -0.00

1453 2.160 0.000 -0.043 -0.0000 0.0398 -0.00

1454 2.100 0.000 0.037 -0.0000 0.0057 0.00

1455 2.013 0.000 0.007 -0.0000 -0.0071 0.00

1456 1.418 -0.000 -0.000 -0.0001 0.0017 -0.00

1457 0.688 -0.000 0.000 -0.0002 0.0011 0.00

2145 -0.521 -0.003 -0.231 -0.0002 0.0650 0.00

2154 -0.657 -0.005 -0.088 -0.0002 0.0484 0.00 2155 -0.881 -0.005 0.083 -0.0002 0.0379 -0.00

2165 -0.901 -0.000 0.259 -0.0002 0.0379 -0.00

2209 -7.675 -0.005 0.000 0.0000 0.0000 0.00

2210 -7.790 -0.005 0.000 0.0000 0.0000 -0.00

2220 -7.810 -0.000 0.000 0.0000 0.0000 -0.00

3269 -0.580 -0.005 0.024 0.0008 0.0119 -0.00

3270 -0.695 -0.005 0.048 0.0008 0.0109 -0.00

3280 -0.715 -0.000 0.098 0.0008 0.0109 -0.00

3350 0.232 -0.003 0.528 0.0008 -0.0652 -0.00

3359 0.088 -0.005 0.664 0.0005 -0.0485 -0.00

3360 -0.084 -0.005 0.888 -0.0011 -0.0379 -0.00

3370 -0.260 -0.000 0.908 -0.0012 -0.0379 -0.00

4370 -0.525 -0.003 0.232 0.0001 -0.0653 0.00 4379 -0.662 -0.005 0.088 0.0001 -0.0486 0.00

4380 -0.885 -0.005 -0.084 0.0001 -0.0380 -0.00

4390 -0.905 -0.000 -0.260 0.0001 -0.0380 -0.00 4579 0.000 -0.005 1.361 0.0000 0.0000 -0.00

4580 0.000 -0.005 1.476 -0.0009 0.0000 -0.00

4590 0.000 -0.000 1.496 -0.0011 0.0000 -0.00

5590 -0.520 -0.003 0.230 0.0002 -0.0647 0.00

5599 -0.656 -0.005 0.088 0.0002 -0.0481 0.00

5600 -0.880 -0.005 -0.083 0.0002 -0.0377 -0.00

5610 -0.900 -0.000 -0.258 0.0002 -0.0377 -0.00





6


6900 -0.472 -0.003 -0.216 -0.0001 0.0607 0.00

6909 -0.608 -0.005 -0.083 -0.0001 0.0452 0.00

6910 -0.832 -0.005 0.078 -0.0001 0.0354 -0.00

6920 -0.852 -0.000 0.242 -0.0001 0.0354 -0.00

7910 -0.496 -0.003 -0.181 -0.0003 0.0594 0.00

7919 -0.633 -0.005 -0.054 -0.0003 0.0419 0.00

7920 -0.856 -0.005 0.088 -0.0003 0.0309 -0.00

7930 -0.876 -0.000 0.231 -0.0003 0.0309 -0.00

8929 -1.361 -0.005 -0.000 0.0000 -0.0008 0.00

8930 -1.476 -0.005 -0.002 0.0000 -0.0008 -0.00

8940 -1.496 -0.000 -0.006 0.0000 -0.0008 -0.00

9950 -0.584 -0.003 -0.218 -0.0002 0.0650 0.00

9959 -0.720 -0.005 -0.077 -0.0002 0.0473 0.00 9960 -0.944 -0.005 0.088 -0.0002 0.0362 -0.00

9970 -0.963 -0.000 0.256 -0.0002 0.0362 -0.00

10959 0.000 -0.005 -1.361 -0.0000 -0.0001 0.00

10960 0.000 -0.005 -1.477 0.0009 -0.0001 0.00

10970 0.000 -0.000 -1.496 0.0011 -0.0001 0.00

11250 0.526 -0.003 -0.222 -0.0003 -0.0635 -0.00

11259 0.662 -0.005 -0.083 -0.0003 -0.0470 -0.00

11260 0.886 -0.005 0.083 -0.0003 -0.0365 0.00

11270 0.905 -0.000 0.253 -0.0003 -0.0365 0.00

12259 -0.000 -0.005 2.017 0.0000 0.0000 0.00

12260 -0.000 -0.005 2.132 -0.0009 0.0000 0.00

12270 0.000 -0.000 2.151 -0.0010 0.0000 0.00

13270 0.455 -0.003 -0.229 -0.0002 -0.0609 -0.0013279 0.591 -0.005 -0.093 -0.0002 -0.0462 -0.00

13280 0.815 -0.005 0.074 -0.0002 -0.0370 0.00

13290 0.835 -0.000 0.245 -0.0002 -0.0370 0.00

14309 -4.140 -0.005 -0.000 0.0000 -0.0000 0.00

14310 -4.255 -0.005 -0.000 0.0000 -0.0000 -0.00

14320 -4.275 -0.000 -0.000 0.0000 -0.0000 -0.00

15320 1.478 -0.000 3.039 0.0000 -0.3811 0.00

15321 0.258 -0.000 3.251 0.0000 -0.1739 0.00

15322 -0.126 -0.000 3.465 0.0000 -0.0359 0.00

15323 -0.131 -0.000 3.680 -0.0000 0.0105 0.00

15324 -0.032 0.000 4.005 -0.0000 0.0116 0.00

15325 -0.001 -0.005 5.442 -0.0009 -0.0001 0.00

15326 0.005 0.000 4.425 0.0000 0.0005 0.0015327 0.003 -0.000 4.759 0.0002 -0.0006 0.00

15328 0.001 -0.002 4.985 0.0005 -0.0003 0.00

15329 -0.000 -0.004 5.212 0.0004 -0.0001 0.0015330 -0.001 -0.000 5.461 -0.0010 -0.0001 0.00

15331 -0.000 -0.005 5.327 0.0000 -0.0001 0.00

16359 0.001 -0.005 -2.004 -0.0000 0.0001 -0.00

16360 0.001 -0.005 -2.119 0.0009 0.0001 -0.00

16370 0.000 -0.000 -2.139 0.0010 0.0001 -0.00

17370 0.692 -0.001 -0.003 -0.0001 0.0023 -0.00

17371 0.862 -0.002 -0.006 -0.0001 0.0002 -0.00





6


17372 1.032 -0.004 -0.005 -0.0001 -0.0005 -0.00

17379 1.147 -0.005 -0.003 -0.0001 -0.0007 -0.00

17380 1.262 -0.005 -0.002 -0.0001 -0.0007 0.00

17390 1.282 -0.000 0.001 -0.0001 -0.0007 0.00

18380 0.613 -0.003 0.210 0.0002 0.0648 -0.00

18389 0.749 -0.005 0.070 0.0002 0.0467 -0.00

18390 0.973 -0.005 -0.091 0.0002 0.0353 0.00

18400 0.992 -0.000 -0.255 0.0002 0.0353 0.00




DISPLACEMENTS REPORT: Nodal MovementsCASE 2 (OPE) W+T1+P1

6


10 -6.702 -0.000 -0.000 -0.0000 -0.0000 0.00

11 -6.547 0.000 0.000 -0.0000 -0.0000 0.00

12 -6.396 0.000 0.000 -0.0000 -0.0000 0.00

13 -6.247 0.000 0.000 -0.0000 -0.0000 0.00

14 -6.028 -0.000 -0.000 -0.0000 0.0000 -0.00

15 -3.907 0.000 -0.000 -0.0000 -0.0000 0.00

16 -3.746 0.000 0.000 -0.0000 -0.0000 -0.00

17 -3.641 -0.001 0.000 -0.0000 -0.0000 -0.00

18 -3.537 -0.004 0.000 -0.0000 0.0000 -0.00

19 -3.486 -0.006 0.000 -0.0000 0.0000 -0.00

20 -3.435 -0.008 -0.000 -0.0000 0.0000 -0.00 30 -3.210 -0.000 -0.000 -0.0000 0.0000 0.00

40 -3.205 -0.000 -0.000 -0.0000 0.0000 -0.00

50 -3.199 -0.000 -0.000 -0.0000 0.0000 -0.00

60 -2.977 -0.008 -0.000 -0.0000 -0.0000 0.00

61 -2.878 -0.004 0.000 -0.0000 -0.0000 0.00

62 -2.779 -0.001 0.000 -0.0000 -0.0000 0.00

63 -2.682 0.000 0.000 -0.0000 -0.0000 0.00

64 -2.538 0.000 -0.000 -0.0000 0.0002 -0.00

65 -1.455 -0.000 0.000 -0.0000 -0.0025 0.00

66 -0.462 0.000 -0.005 -0.0000 0.0099 -0.00

67 -0.343 -0.000 -0.062 -0.0000 0.0010 -0.00

68 -0.263 -0.000 -0.020 -0.0000 -0.0328 -0.00

69 -0.183 -0.000 0.262 -0.0000 -0.1082 0.00 70 0.350 0.000 1.596 -0.0000 0.0034 0.00

71 -0.104 -0.000 0.947 -0.0000 -0.1840 0.00

72 0.135 0.000 1.488 -0.0000 -0.1474 0.00

73 0.201 0.000 1.545 -0.0000 0.0364 0.00

74 0.060 -0.000 1.494 -0.0000 0.0227 0.00

75 -0.000 -0.000 1.445 0.0000 0.0070 0.00

76 -0.004 -0.000 1.371 0.0000 -0.0015 0.00

77 0.000 0.000 0.865 0.0000 0.0004 0.00

78 -0.000 -0.000 0.071 -0.0000 0.0002 0.00

79 -0.017 -0.000 -0.321 -0.0000 0.0003 0.00

80 0.000 -0.000 -0.712 -0.0000 -0.0013 0.00

81 0.000 -0.004 -0.531 -0.0000 0.0591 0.00

82 0.000 0.001 -0.577 -0.0000 -0.0644 0.00 89 0.000 -0.006 -0.422 -0.0000 0.0594 0.00

90 0.000 -0.007 -0.318 -0.0000 0.0538 0.00

100 0.001 -0.000 -0.019 -0.0000 0.0084 -0.00

110 -0.000 -0.000 -0.000 -0.0000 0.0078 -0.00

120 -0.001 -0.000 0.017 -0.0000 0.0073 0.00

130 -0.001 -0.008 0.000 -0.0000 -0.0028 -0.00

131 -0.001 -0.004 -0.004 -0.0000 -0.0000 -0.00

132 -0.000 -0.001 -0.002 -0.0000 0.0003 -0.00

133 -0.000 0.000 -0.002 -0.0000 -0.0007 -0.00

134 -0.000 0.000 0.002 -0.0000 0.0056 0.00





6


139 -0.449 -0.002 0.125 -0.0000 -0.0015 -0.00

140 0.000 0.000 0.205 -0.0000 0.0079 -0.00

145 0.016 0.000 0.005 0.0000 -0.0001 0.00

146 0.003 -0.000 -0.000 0.0000 0.0000 -0.00

147 -0.007 0.000 -0.000 0.0000 -0.0000 0.00

148 -0.029 -0.000 0.000 0.0000 0.0000 -0.00

149 -0.096 -0.000 -0.000 0.0000 -0.0001 0.00

150 -0.974 0.000 0.824 0.0000 -0.1545 0.00

151 -0.312 -0.000 0.000 0.0000 0.0002 -0.00

152 -0.601 -0.000 -0.000 0.0000 -0.0007 0.00

153 -0.932 -0.000 0.000 0.0000 0.0021 0.00

154 -1.179 0.000 -0.006 0.0000 -0.0066 -0.00

155 -1.216 0.000 -0.034 0.0000 0.0052 -0.00 156 -1.242 0.000 0.039 0.0000 0.0368 0.00

157 -1.268 0.000 0.310 0.0000 0.0896 0.00

158 -1.295 -0.000 0.810 0.0000 0.1039 0.00

159 -1.313 -0.000 0.939 0.0000 -0.0409 0.00

160 0.000 -0.008 0.633 -0.0006 0.0032 0.00

161 -0.323 0.000 0.790 0.0000 -0.1109 0.00

162 -0.004 0.000 0.756 0.0000 -0.0416 0.00

163 0.054 -0.001 0.699 -0.0004 0.0065 0.00

164 0.021 -0.004 0.666 -0.0009 0.0063 0.00

165 0.009 -0.006 0.649 -0.0009 0.0046 0.00

166 0.005 0.000 -0.155 0.0000 0.0082 0.00

167 -0.065 0.000 -0.300 -0.0000 0.0273 0.00

168 -0.222 -0.001 -0.296 -0.0001 0.0575 0.00 170 -0.008 -0.000 0.559 0.0002 -0.0008 0.00

180 -0.006 -0.000 0.557 0.0000 -0.0008 0.00

190 -0.004 -0.000 0.555 -0.0002 -0.0008 0.00

200 -0.000 -0.008 0.485 0.0006 0.0008 0.00

201 -0.006 -0.004 0.453 0.0008 0.0007 0.00

202 -0.003 -0.001 0.422 0.0004 -0.0040 0.00

203 0.034 0.000 0.390 0.0001 -0.0148 0.00

210 0.238 0.000 0.326 0.0000 -0.0188 0.00

211 0.076 0.000 0.310 -0.0001 0.0230 0.00

212 0.007 -0.001 0.303 -0.0004 0.0094 0.00

213 -0.013 -0.004 0.296 -0.0009 0.0021 0.00

214 0.125 0.000 0.162 0.0000 -0.0348 0.00

215 0.013 0.000 0.040 0.0000 -0.0186 0.00 216 -0.100 -0.000 -0.006 0.0000 -0.0047 0.00

217 -0.269 -0.000 -0.003 0.0000 0.0019 -0.00

218 -1.538 -0.000 0.000 0.0000 -0.0005 0.00 219 -0.016 -0.006 0.292 -0.0009 0.0007 0.00

220 -0.016 -0.008 0.288 -0.0006 0.0000 0.00

221 -3.063 0.000 -0.000 0.0000 0.0001 -0.00

222 -4.584 0.000 0.000 0.0000 -0.0000 0.00

223 -4.807 -0.000 -0.000 0.0000 0.0000 0.00

224 -4.957 -0.002 -0.000 0.0000 0.0000 0.00

225 -5.110 -0.004 -0.000 0.0000 0.0000 0.00





6


230 -0.010 -0.000 0.273 0.0002 -0.0009 0.00

240 -0.008 -0.000 0.272 0.0000 -0.0009 0.00

250 -0.006 -0.000 0.271 -0.0002 -0.0009 0.00

260 -0.000 -0.008 0.258 0.0006 -0.0003 0.00

261 0.000 -0.004 0.252 0.0009 -0.0000 0.00

262 0.000 -0.001 0.247 0.0004 0.0000 0.00

263 0.000 0.000 0.241 0.0001 0.0000 0.00

264 -0.000 0.000 0.234 -0.0001 0.0000 0.00

265 -0.000 -0.000 0.181 0.0000 0.0000 0.00

266 0.000 -0.000 0.109 -0.0000 -0.0002 0.00

267 -0.000 0.000 0.039 0.0000 0.0011 0.00

268 0.000 -0.000 -0.041 -0.0001 -0.0052 0.00

270 0.000 0.000 -0.160 0.0005 0.0198 0.00 271 -0.000 -0.000 -0.330 -0.0013 -0.0050 0.00

272 0.000 0.004 -0.521 0.0048 0.0005 0.00

273 -0.001 0.023 -0.546 -0.0043 -0.0000 0.00

274 -0.000 -0.033 -0.563 -0.0275 -0.0001 0.00

275 0.000 -0.537 -0.536 0.1030 -0.0001 0.00

276 -0.000 0.615 0.486 -0.0773 -0.0000 0.00

277 -0.000 -0.233 -0.580 -0.0649 -0.0000 0.00

278 -0.000 -0.196 -0.224 0.0800 -0.0001 0.00

279 -0.000 -0.014 -0.073 0.0350 -0.0001 0.00

280 -0.006 -0.000 -0.183 0.0007 -0.0007 0.00

281 0.000 -0.589 -0.598 -0.0712 -0.0000 0.00

282 0.000 -0.642 -0.606 0.0234 -0.0000 0.00

283 -0.000 0.093 -0.000 0.0338 -0.0001 0.00 284 0.000 0.266 0.144 0.0759 -0.0001 0.00

285 -0.000 0.590 0.437 0.0957 -0.0001 0.00

286 -0.000 0.681 0.498 0.0140 -0.0000 0.00

287 0.000 0.238 0.468 -0.0680 -0.0000 0.00

288 -0.000 0.031 0.449 -0.0283 0.0000 0.00

289 -0.000 -0.026 0.431 -0.0042 0.0000 0.00

290 -0.099 -0.008 -0.000 0.0006 -0.0000 0.00

291 0.000 -0.005 0.403 0.0050 -0.0000 0.00

292 -0.000 0.000 0.212 -0.0017 0.0001 0.00

293 -0.015 -0.034 0.014 0.0003 0.0002 0.00

294 -0.074 0.000 -0.000 0.0006 0.0010 -0.00

295 -0.082 0.000 0.001 0.0006 -0.0001 0.00

296 -0.088 -0.001 0.001 0.0006 -0.0001 0.00 297 -0.094 -0.004 0.000 0.0006 -0.0001 0.00

298 -0.097 -0.006 -0.000 0.0006 -0.0001 0.00

299 -0.005 0.000 -0.104 0.0006 -0.0054 -0.00 300 -0.112 -0.000 -0.000 0.0005 0.0000 -0.00

301 -0.155 -0.002 -0.063 0.0005 0.0181 0.00

302 -0.314 -0.004 -0.003 0.0005 0.0101 0.00

310 -0.113 -0.000 -0.000 0.0005 0.0000 -0.00

320 -0.114 -0.000 -0.000 0.0005 0.0000 0.00

330 -0.130 -0.008 -0.000 0.0005 0.0000 -0.00

331 -0.137 -0.004 0.000 0.0005 0.0000 -0.00





6


332 -0.144 -0.001 0.000 0.0005 0.0000 -0.00

333 -0.152 0.000 0.000 0.0005 0.0000 -0.00

334 -0.163 0.000 -0.000 0.0005 -0.0000 0.00

335 -0.250 -0.000 0.000 0.0004 0.0001 -0.00

336 -0.470 0.000 -0.000 0.0003 -0.0007 0.00

337 -0.793 -0.000 0.000 0.0001 0.0027 -0.00

338 -1.012 0.000 -0.007 0.0001 -0.0082 -0.00

339 -1.046 0.000 -0.046 0.0000 0.0043 -0.00

340 -0.939 0.000 1.132 0.0000 -0.1351 0.00

341 -1.068 0.000 0.029 0.0000 0.0404 0.00

342 -1.092 -0.000 0.337 0.0000 0.1054 0.00

343 -1.115 -0.000 0.945 0.0000 0.1369 0.00

344 -1.183 -0.000 1.197 0.0000 0.0015 0.00 345 -0.336 0.000 1.109 0.0000 -0.1047 0.00

346 -0.030 0.000 1.086 -0.0000 -0.0403 0.00

347 0.045 0.000 1.064 -0.0000 -0.0044 0.00

348 0.007 -0.000 1.031 -0.0000 0.0082 0.00

349 -0.000 -0.000 0.815 0.0000 -0.0027 0.00

350 -0.003 0.000 -0.041 0.0006 -0.0047 0.00

351 0.000 -0.000 0.526 -0.0000 0.0008 0.00

352 -0.000 0.000 0.273 0.0000 -0.0003 0.00

353 -0.000 -0.000 0.083 -0.0000 0.0002 0.00

354 0.000 0.000 0.021 0.0000 -0.0004 0.00

355 -0.000 -0.000 -0.006 -0.0002 0.0013 0.00

356 0.000 0.000 -0.103 -0.0002 0.0012 0.00

357 -0.000 -0.000 -0.278 0.0000 0.0000 0.00 358 0.000 0.000 -0.526 -0.0000 -0.0008 0.00

359 -0.000 -0.000 -0.813 0.0000 0.0027 0.00

360 -1.126 -0.000 -0.945 -0.0000 -0.1364 0.00

361 0.007 0.000 -1.027 -0.0000 -0.0082 0.00

362 0.046 -0.000 -1.059 0.0000 0.0044 0.00

363 -0.030 -0.000 -1.082 0.0000 0.0405 0.00

364 -0.337 0.000 -1.104 -0.0000 0.1053 0.00

365 -0.944 -0.000 -1.128 -0.0000 0.1362 0.00

366 -1.192 -0.000 -1.194 -0.0000 -0.0002 0.00

367 -1.102 0.000 -0.337 -0.0000 -0.1054 0.00

368 -1.080 0.000 -0.030 -0.0000 -0.0405 -0.00

369 -1.057 0.000 0.046 -0.0000 -0.0044 -0.00

370 0.027 0.000 -0.003 -0.0000 -0.0028 0.00 371 -1.024 -0.000 0.007 -0.0000 0.0082 -0.00

372 -0.810 0.000 -0.000 -0.0000 -0.0027 0.00

373 -0.522 -0.000 0.000 -0.0000 0.0009 -0.00 374 -0.271 0.000 -0.000 -0.0000 -0.0003 0.00

375 -0.083 -0.000 0.000 -0.0000 0.0001 -0.00

376 -0.021 0.000 0.000 -0.0000 -0.0003 0.00

377 0.002 -0.000 -0.000 -0.0000 0.0008 -0.00

378 0.039 0.000 0.000 0.0001 0.0007 -0.00

379 0.115 -0.000 -0.000 0.0001 -0.0002 0.00

380 0.987 -0.002 -0.548 -0.0000 -0.1838 -0.00





6


381 0.368 0.000 -0.000 0.0002 0.0003 -0.00

382 0.707 -0.000 0.000 0.0003 -0.0006 0.00

383 0.287 -0.001 -0.503 -0.0007 -0.1123 -0.00

384 -0.011 0.005 -0.459 -0.0023 -0.0360 -0.00

385 0.001 -0.807 -0.179 -0.0433 -0.0004 0.00

386 0.000 0.398 -1.023 0.0344 -0.0000 -0.00

387 0.000 -0.613 -0.319 -0.0433 -0.0002 -0.00

388 -0.000 -0.492 -0.386 -0.0203 -0.0002 -0.00

389 1.096 -0.000 -0.000 0.0003 0.0020 -0.00

390 0.000 -0.008 -0.265 0.0006 0.0001 -0.00

391 1.386 0.000 0.005 0.0003 -0.0061 0.00

392 1.430 0.000 0.034 0.0003 0.0035 0.00

393 1.460 0.000 -0.024 0.0003 0.0309 -0.00 394 1.491 -0.000 -0.258 0.0003 0.0794 -0.00

395 1.523 -0.000 -0.713 0.0003 0.1010 -0.00

396 1.495 -0.001 -0.749 0.0003 -0.1000 -0.00

397 -0.066 0.020 -0.415 -0.0042 -0.0017 -0.00

398 -0.026 0.038 -0.345 0.0042 0.0066 0.00

399 -0.005 -0.018 -0.301 0.0293 0.0031 0.00

400 0.001 -0.000 -0.221 -0.0002 0.0001 -0.00

401 0.002 -0.241 -0.258 0.0767 0.0007 0.00

402 0.003 -0.687 -0.214 0.1022 -0.0001 0.00

403 0.002 -0.821 -0.178 0.0406 -0.0004 0.00

404 -0.000 -0.381 -0.426 -0.0353 -0.0001 -0.00

405 -0.000 -0.173 -0.581 -0.0894 -0.0001 -0.00

406 0.000 0.226 -0.927 -0.1240 -0.0001 -0.00 407 0.000 0.380 -1.022 -0.0639 -0.0001 -0.00

408 -0.000 0.179 -0.995 0.0431 -0.0000 -0.00

409 -0.000 0.036 -0.967 0.0208 0.0000 -0.00

410 0.001 -0.000 -0.219 0.0000 0.0000 -0.00

411 -0.000 -0.011 -0.940 0.0044 0.0000 -0.00

412 0.000 -0.003 -0.900 -0.0027 0.0000 -0.00

413 0.000 0.000 -0.609 0.0007 0.0000 -0.00

414 -0.000 0.000 -0.355 -0.0001 -0.0000 -0.00

415 -0.000 0.000 -0.325 0.0001 -0.0000 -0.00

416 -0.000 -0.001 -0.305 0.0004 0.0000 -0.00

417 0.000 -0.004 -0.285 0.0009 0.0000 -0.00

418 0.000 -0.006 -0.275 0.0009 0.0001 -0.00

419 0.149 0.000 -0.013 0.0006 -0.0103 0.00 420 0.001 -0.000 -0.218 0.0002 0.0000 -0.00

421 0.301 0.000 0.067 0.0007 -0.0286 -0.00

422 0.297 -0.001 0.226 0.0007 -0.0580 -0.00 423 0.009 0.000 0.149 -0.0000 -0.0088 0.00

424 -0.066 0.000 0.301 0.0000 -0.0278 0.00

425 -0.224 -0.001 0.297 0.0001 -0.0579 0.00

430 -0.000 -0.008 -0.177 -0.0006 -0.0004 -0.00

431 -0.002 -0.004 -0.158 -0.0009 0.0002 -0.00

432 0.004 -0.001 -0.140 -0.0004 0.0030 -0.00

433 0.026 0.000 -0.122 -0.0001 0.0076 -0.00





6


434 -0.062 0.000 -0.069 0.0001 -0.0470 -0.00

440 -0.712 0.000 -0.017 -0.0001 0.0164 -0.00

441 -0.176 0.000 -0.014 0.0001 0.0581 -0.00

442 -0.009 -0.001 -0.012 0.0004 0.0221 -0.00

443 0.034 -0.004 -0.011 0.0009 0.0035 -0.00

444 0.036 -0.006 -0.010 0.0009 -0.0001 -0.00

445 0.033 -0.008 -0.009 0.0006 -0.0019 -0.00

446 -0.346 -0.000 -0.000 -0.0000 -0.0024 -0.00

447 -0.238 0.000 0.000 -0.0000 0.0003 0.00

448 -0.225 0.000 -0.000 -0.0000 -0.0000 -0.00

449 -0.216 -0.001 -0.000 -0.0000 -0.0000 -0.00

450 0.006 -0.000 -0.006 -0.0002 -0.0016 -0.00

451 -0.207 -0.004 -0.000 -0.0000 -0.0000 -0.00 460 0.003 -0.000 -0.005 -0.0000 -0.0016 -0.00

470 -0.001 -0.000 -0.004 0.0002 -0.0015 -0.00

480 -0.000 -0.008 -0.003 -0.0006 0.0004 -0.00

481 0.001 -0.004 -0.003 -0.0009 0.0000 -0.00

482 0.000 -0.001 -0.002 -0.0004 -0.0001 -0.00

483 0.000 0.000 -0.002 -0.0001 -0.0000 -0.00

484 -0.000 0.000 -0.001 0.0001 -0.0000 -0.00

485 0.000 0.538 0.572 0.1079 0.0000 -0.00

486 0.000 -0.632 -0.494 -0.0795 0.0000 -0.00

487 -0.000 0.184 0.243 0.0831 0.0000 -0.00

488 -0.000 0.001 0.085 0.0341 0.0000 -0.00

489 -0.000 -0.000 0.003 -0.0000 0.0000 -0.00

490 0.021 -0.000 0.112 -0.0002 0.0004 -0.00 491 0.000 0.000 0.012 -0.0000 -0.0000 -0.00

492 -0.000 -0.000 0.029 0.0000 0.0000 -0.00

493 0.000 0.000 0.144 -0.0002 -0.0000 -0.00

494 -0.000 -0.000 0.293 0.0005 0.0000 -0.00

495 0.000 0.000 0.459 -0.0015 -0.0000 -0.00

496 -0.000 -0.005 0.583 0.0047 -0.0000 -0.00

497 -0.000 -0.024 0.602 -0.0045 -0.0000 -0.00

498 -0.303 -0.000 0.000 -0.0001 -0.0004 0.00

499 -0.685 -0.000 -0.000 -0.0001 -0.0025 0.00

500 -0.910 0.000 -1.167 -0.0000 0.1282 0.00

501 -0.000 0.034 0.615 -0.0281 0.0000 -0.00

502 0.000 0.238 0.628 -0.0658 0.0000 -0.00

503 0.000 0.597 0.641 -0.0714 0.0000 -0.00 504 0.000 0.648 0.648 0.0268 0.0000 -0.00

505 0.000 -0.105 0.012 0.0323 0.0000 -0.00

506 0.000 -0.278 -0.136 0.0776 0.0000 -0.00 507 -0.000 -0.607 -0.440 0.0983 0.0000 -0.00

508 -0.000 -0.700 -0.505 0.0143 0.0000 -0.00

509 -0.000 -0.245 -0.479 -0.0698 -0.0000 -0.00

510 -0.000 -0.000 -0.296 0.0000 0.0001 -0.00

511 -0.000 -0.032 -0.463 -0.0290 -0.0000 -0.00

512 -0.000 0.026 -0.449 -0.0043 -0.0000 -0.00

513 0.000 0.005 -0.427 0.0051 0.0000 -0.00





6


514 -0.000 -0.000 -0.276 -0.0015 -0.0000 -0.00

515 0.000 0.000 -0.077 0.0004 0.0001 -0.00

516 0.008 -0.005 0.018 -0.0001 0.0003 -0.00

517 -0.936 0.000 0.007 -0.0000 0.0084 -0.00

518 -0.973 0.000 0.047 -0.0000 -0.0040 -0.00

519 -0.999 0.000 -0.026 -0.0000 -0.0402 0.00

520 0.000 -0.008 -0.036 0.0006 0.0001 -0.00

521 -1.024 -0.000 -0.334 -0.0000 -0.1062 0.00

522 -1.051 -0.000 -0.951 -0.0000 -0.1405 0.00

523 -1.129 -0.000 -1.221 -0.0000 -0.0101 0.00

524 -0.330 0.000 -1.142 -0.0000 0.1013 0.00

525 -0.032 0.000 -1.119 0.0000 0.0395 0.00

526 0.043 0.000 -1.095 0.0000 0.0046 0.00 527 0.007 -0.000 -1.061 0.0000 -0.0078 0.00

528 -0.000 -0.000 -0.837 0.0000 0.0026 0.00

529 0.000 0.000 -0.509 -0.0000 -0.0007 0.00

530 0.001 -0.000 -0.026 -0.0002 0.0001 -0.00

531 0.000 0.000 -0.194 -0.0000 -0.0000 -0.00

532 -0.000 -0.000 -0.111 0.0000 0.0000 -0.00

533 -0.000 0.000 -0.057 -0.0001 -0.0000 -0.00

534 -0.000 0.000 -0.050 0.0001 -0.0000 -0.00

535 -0.000 -0.001 -0.045 0.0004 0.0000 -0.00

536 0.000 -0.004 -0.041 0.0009 0.0000 -0.00

537 0.000 -0.006 -0.038 0.0009 0.0001 -0.00

538 0.243 -0.000 0.060 -0.0001 0.0020 0.00

540 0.002 -0.000 -0.025 0.0000 0.0001 -0.00 550 0.002 -0.000 -0.024 0.0002 0.0001 -0.00

560 0.000 -0.008 -0.017 -0.0006 -0.0006 -0.00

561 -0.004 -0.004 -0.013 -0.0009 -0.0017 -0.00

562 -0.016 -0.001 -0.010 -0.0004 -0.0034 -0.00

563 -0.033 0.000 -0.007 -0.0001 -0.0022 -0.00

564 0.136 0.000 -0.000 0.0000 0.0589 -0.00

569 0.514 0.000 0.003 0.0000 0.0722 -0.00

570 0.747 -0.000 0.007 -0.0000 -0.0017 -0.00

571 0.231 0.000 -0.000 -0.0000 0.0004 0.00

572 0.072 -0.000 0.000 -0.0000 -0.0001 0.00

573 0.024 0.000 -0.000 -0.0000 -0.0001 -0.00

574 0.011 -0.000 0.000 -0.0000 0.0003 0.00

575 0.146 0.000 0.041 -0.0000 -0.0599 -0.00 576 -0.032 0.000 0.075 0.0001 0.0009 -0.00

577 -0.017 -0.001 0.092 0.0004 0.0034 -0.00

578 -0.004 -0.004 0.109 0.0009 0.0022 -0.00 580 0.008 0.000 -0.001 -0.0000 -0.0010 -0.00

581 0.003 0.000 0.154 -0.0000 -0.0009 -0.00

582 0.000 0.000 0.309 0.0000 -0.0004 -0.00

583 -0.000 -0.000 0.463 0.0001 -0.0001 -0.00

584 -0.000 -0.000 0.532 0.0002 -0.0000 -0.00

585 -0.000 -0.002 0.687 0.0005 0.0000 -0.00

586 -0.000 -0.004 0.842 0.0004 0.0000 -0.00





6


590 0.023 0.000 -0.007 0.0000 -0.0019 0.00

591 0.014 -0.000 -0.000 0.0002 0.0006 -0.00

592 0.007 0.000 0.000 0.0003 -0.0001 0.00

593 0.003 0.000 -0.000 0.0004 0.0000 -0.00

594 0.003 0.000 0.000 0.0004 -0.0000 0.00

595 0.002 -0.001 0.000 0.0004 -0.0000 0.00

596 0.002 -0.004 0.000 0.0004 -0.0000 0.00

597 0.008 0.000 0.145 -0.0000 -0.0082 0.00

598 -0.065 -0.000 0.298 0.0000 -0.0273 0.00

599 0.002 -0.006 -0.000 0.0004 -0.0000 0.00

600 0.002 -0.008 -0.000 0.0004 -0.0000 0.00

601 -0.221 -0.001 0.294 0.0002 -0.0573 0.00

610 0.001 -0.000 -0.000 0.0004 0.0000 -0.00 620 0.000 -0.000 0.000 0.0004 0.0000 -0.00

630 -0.001 -0.000 0.000 0.0004 0.0000 0.00

640 -0.001 -0.008 0.000 0.0005 -0.0000 -0.00

641 -0.001 -0.004 -0.000 0.0005 -0.0000 -0.00

642 -0.002 -0.001 -0.000 0.0005 -0.0000 -0.00

643 -0.002 0.000 -0.000 0.0005 -0.0000 -0.00

644 -0.002 0.000 0.000 0.0005 0.0004 0.00

645 -0.004 -0.000 -0.000 0.0006 -0.0031 -0.00

799 -0.000 -0.006 0.118 0.0009 0.0015 -0.00

800 0.003 -0.008 0.126 0.0006 0.0010 -0.00

810 0.005 -0.000 0.164 -0.0002 -0.0003 -0.00

820 0.004 -0.000 0.165 -0.0000 -0.0003 -0.00

825 0.003 -0.000 0.167 0.0002 -0.0003 -0.00 830 0.000 -0.008 0.207 -0.0006 -0.0002 -0.00

831 -0.000 -0.004 0.226 -0.0008 -0.0000 -0.00

832 -0.000 -0.001 0.244 -0.0004 0.0000 -0.00

833 -0.000 -0.000 0.263 -0.0001 0.0000 -0.00

835 0.000 0.560 0.466 0.0967 0.0000 -0.00

836 -0.000 -0.592 -0.530 -0.0731 0.0000 -0.00

837 -0.000 0.234 0.173 0.0761 0.0000 -0.00

838 0.000 0.001 0.291 -0.0005 0.0000 -0.00

839 0.000 -0.007 0.426 0.0040 -0.0000 -0.00

840 -0.062 0.000 -0.012 0.0005 -0.0010 -0.00

841 -0.000 -0.024 0.456 -0.0043 -0.0000 -0.00

842 -0.000 0.032 0.476 -0.0275 -0.0000 -0.00

843 -0.000 0.233 0.496 -0.0657 0.0000 -0.00 844 0.000 0.595 0.517 -0.0738 0.0000 -0.00

845 0.000 0.656 0.529 0.0172 0.0000 -0.00

846 -0.000 0.058 0.030 0.0337 0.0000 -0.00 847 0.000 -0.049 -0.039 0.0338 0.0000 -0.00

848 0.000 -0.225 -0.182 0.0766 0.0000 -0.00

849 -0.000 -0.554 -0.478 0.0976 0.0000 -0.00

850 -0.000 -0.651 -0.542 0.0183 0.0000 -0.00

851 -0.000 -0.232 -0.510 -0.0654 -0.0000 -0.00

852 -0.000 -0.031 -0.490 -0.0274 -0.0000 -0.00

853 -0.000 0.024 -0.470 -0.0041 -0.0000 -0.00





6


854 0.000 0.004 -0.440 0.0048 0.0001 -0.00

855 -0.000 -0.000 -0.219 -0.0012 -0.0006 -0.00

856 0.000 -0.000 0.010 -0.0001 0.0009 -0.00

857 -0.000 0.000 0.046 0.0000 -0.0019 -0.00

900 0.011 0.000 0.003 0.0000 -0.0001 0.00

901 0.008 0.000 -0.000 0.0000 0.0002 -0.00

902 0.016 -0.000 0.000 0.0000 -0.0006 0.00

903 0.050 0.000 -0.000 0.0000 0.0021 0.00

904 0.141 -0.000 0.000 0.0000 -0.0073 -0.00

905 -0.047 0.000 -0.274 -0.0000 0.0238 0.00

906 -0.193 -0.001 -0.275 -0.0001 0.0535 0.00

910 0.389 -0.000 0.005 0.0000 0.0272 0.00

911 0.531 0.000 -0.003 0.0000 -0.0105 -0.00 912 0.678 -0.000 0.048 0.0000 0.0093 0.00

913 0.715 0.000 -0.028 0.0000 0.0387 0.00

914 0.753 0.000 -0.326 0.0000 0.1056 -0.00

915 0.791 0.000 -0.953 0.0000 0.1496 -0.00

916 0.905 0.000 -1.284 0.0000 0.0410 -0.00

917 0.005 -0.000 -0.277 -0.0000 0.0575 0.00

918 -0.203 -0.001 -0.259 -0.0002 0.0640 0.00

920 0.784 -0.000 -1.266 0.0000 -0.1001 -0.00

921 0.301 -0.000 -1.236 -0.0000 -0.0867 -0.00

922 0.038 -0.000 -1.207 -0.0000 -0.0357 -0.00

923 -0.033 -0.000 -1.178 -0.0000 -0.0051 -0.00

924 -0.006 0.000 -1.135 -0.0000 0.0063 -0.00

925 0.000 -0.000 -0.850 0.0000 -0.0009 -0.00 926 -0.000 0.000 -0.468 -0.0000 -0.0049 -0.00

930 0.000 0.000 -0.155 0.0000 0.0207 -0.00

931 0.000 -0.000 0.226 -0.0000 -0.0028 -0.00

932 -0.000 -0.000 0.529 0.0000 -0.0001 -0.00

933 0.000 -0.000 0.854 -0.0000 0.0023 -0.00

934 -0.006 -0.000 1.091 -0.0000 -0.0074 -0.00

935 -0.040 0.000 1.127 -0.0000 0.0048 -0.00

936 0.034 0.000 1.152 -0.0000 0.0385 -0.00

937 0.323 0.000 1.177 0.0000 0.0971 -0.00

938 0.874 -0.000 1.203 0.0000 0.1198 -0.00

939 1.063 -0.000 1.246 0.0000 -0.0199 -0.00

940 0.973 -0.000 0.954 0.0000 -0.1442 -0.00

941 0.943 0.000 0.331 0.0000 -0.1069 -0.00 942 0.914 0.000 0.023 0.0000 -0.0400 -0.00

943 0.886 0.000 -0.050 0.0000 -0.0038 -0.00

944 0.843 -0.000 -0.006 0.0000 0.0094 0.00 945 0.566 0.000 -0.000 0.0000 -0.0115 -0.00

946 -0.154 0.000 -0.058 0.0000 0.0172 -0.00

947 -0.309 0.000 -0.006 0.0000 0.0070 0.00

948 -0.464 -0.000 0.007 0.0000 0.0010 0.00

949 -0.532 -0.000 0.008 0.0000 -0.0000 0.00

950 0.316 -0.000 0.004 0.0000 0.0377 0.00

951 0.092 -0.000 0.000 0.0000 -0.0108 -0.00





6


952 -0.687 -0.002 0.005 0.0000 -0.0008 0.00

953 -0.842 -0.004 0.001 0.0000 -0.0007 0.00

954 0.114 0.000 -0.150 0.0000 0.0414 0.00

955 -0.073 -0.000 -0.304 -0.0000 0.0454 0.00

956 -0.260 -0.001 -0.292 -0.0002 0.0625 0.00

960 0.012 0.000 0.000 0.0000 0.0019 0.00

961 0.003 -0.000 0.000 0.0000 -0.0003 -0.00

962 0.002 0.000 -0.000 0.0000 0.0001 -0.00

963 0.001 -0.000 0.000 0.0000 -0.0000 0.00

964 0.001 0.000 -0.000 0.0000 -0.0000 -0.00

965 0.001 0.000 -0.000 0.0000 0.0000 0.00

966 0.001 -0.001 0.000 0.0000 0.0001 0.00

967 0.001 -0.004 0.001 0.0000 0.0002 0.00 968 0.004 0.000 -0.154 0.0000 0.0013 0.00

969 0.001 -0.006 0.001 0.0000 0.0002 0.00

970 0.001 -0.008 0.002 0.0000 0.0003 0.00

971 0.000 0.000 -0.309 -0.0000 0.0005 0.00

972 -0.001 -0.000 -0.464 -0.0001 0.0000 0.00

973 -0.001 -0.000 -0.532 -0.0002 -0.0000 0.00

974 -0.000 -0.002 -0.687 -0.0005 -0.0001 0.00

975 -0.000 -0.004 -0.842 -0.0004 -0.0000 0.00

980 0.001 -0.000 0.002 -0.0000 -0.0007 -0.00

990 0.000 -0.000 -0.000 -0.0000 -0.0007 0.00

1000 -0.001 -0.000 -0.002 -0.0000 -0.0007 0.00

1010 -0.000 -0.008 0.000 -0.0000 0.0027 -0.00

1011 -0.000 -0.004 0.017 -0.0000 0.0028 -0.00 1012 -0.000 -0.001 0.018 -0.0000 -0.0068 -0.00

1013 -0.000 0.001 -0.056 -0.0000 -0.0321 -0.00

1014 -0.000 0.001 -0.344 -0.0000 -0.0725 0.00

1199 -0.203 -0.006 0.000 -0.0000 -0.0000 -0.00

1200 -0.198 -0.008 0.000 -0.0000 -0.0000 -0.00

1210 -0.179 -0.000 0.000 -0.0000 0.0000 0.00

1220 -0.178 -0.000 0.000 -0.0000 0.0000 -0.00

1230 -0.177 -0.000 0.000 -0.0000 0.0000 -0.00

1240 -0.161 -0.008 -0.000 -0.0000 0.0000 0.00

1241 -0.154 -0.004 -0.000 -0.0000 -0.0000 0.00

1242 -0.147 -0.001 0.000 -0.0000 -0.0001 0.00

1243 -0.139 0.000 0.001 0.0000 -0.0002 0.00

1244 -0.117 0.000 -0.002 0.0000 0.0012 -0.00 1250 -0.095 -0.000 0.014 0.0000 -0.0080 -0.00

1251 -0.038 0.000 -0.139 -0.0000 -0.0161 -0.00

1252 0.063 -0.000 -0.292 -0.0001 -0.0316 -0.00 1253 0.225 -0.001 -0.287 -0.0002 -0.0576 -0.00

1260 -0.036 -0.000 -0.001 0.0000 0.0052 0.00

1261 -0.010 0.000 -0.000 0.0000 -0.0013 -0.00

1262 0.000 0.000 0.000 0.0000 0.0001 0.00

1263 0.012 -0.000 -0.000 0.0000 0.0010 -0.00

1264 0.041 0.000 0.000 0.0000 -0.0041 0.00

1265 -0.013 -0.000 0.152 -0.0000 0.0040 0.00





6


1266 -0.001 0.000 0.305 -0.0000 0.0015 0.00

1267 0.002 0.000 0.459 -0.0000 0.0002 0.00

1268 0.001 0.000 0.717 -0.0000 -0.0002 0.00

1269 0.000 -0.000 0.975 0.0002 -0.0000 0.00

1270 0.144 0.000 0.004 0.0000 0.0161 -0.00

1271 -0.000 -0.002 1.130 0.0005 -0.0000 0.00

1272 -0.000 -0.004 1.285 0.0004 0.0000 0.00

1273 0.062 0.000 -0.271 -0.0000 -0.0109 -0.00

1274 0.184 -0.001 -0.279 -0.0001 -0.0495 -0.00

1280 0.648 -0.000 -0.000 0.0000 -0.0000 0.00

1281 0.976 0.000 0.005 0.0000 -0.0081 -0.00

1282 1.015 -0.000 0.043 0.0000 0.0042 0.00

1283 1.042 -0.000 -0.029 0.0000 0.0390 0.00 1284 1.070 -0.000 -0.325 0.0000 0.1011 0.00

1285 1.097 0.000 -0.907 0.0000 0.1303 0.00

1286 1.161 0.000 -1.141 0.0000 -0.0022 0.00

1290 0.916 0.000 -1.072 0.0000 -0.1329 0.00

1291 0.326 -0.000 -1.044 0.0000 -0.1021 0.00

1292 0.028 -0.000 -1.016 -0.0000 -0.0391 0.00

1293 -0.044 -0.000 -0.989 -0.0000 -0.0043 0.00

1294 -0.009 0.000 -0.948 -0.0000 0.0070 0.00

1295 0.000 -0.000 -0.752 0.0000 -0.0005 0.00

1300 -0.000 0.000 -0.575 -0.0000 -0.0043 0.00

1310 0.003 0.000 -0.222 0.0000 0.0295 0.00

1311 0.000 -0.000 -0.032 -0.0000 -0.0065 0.00

1312 -0.000 -0.008 0.253 0.0007 -0.0000 -0.00 1313 -0.000 -0.000 0.045 0.0000 0.0012 0.00

1314 -0.000 -0.001 0.265 -0.0002 -0.0000 -0.00

1315 0.000 0.000 0.110 -0.0000 -0.0003 0.00

1316 -0.000 -0.000 0.266 -0.0001 -0.0000 -0.00

1317 -0.000 -0.000 0.179 0.0000 0.0000 -0.00

1318 -0.000 -0.000 0.267 0.0001 -0.0000 -0.00

1319 0.000 -0.007 0.282 -0.0005 0.0000 -0.00

1320 -0.003 -0.000 0.358 -0.0000 -0.0064 -0.00

1321 0.000 0.000 0.229 -0.0001 -0.0000 -0.00

1322 -0.000 0.000 0.237 0.0001 0.0000 -0.00

1323 -0.000 -0.001 0.242 0.0004 0.0000 -0.00

1324 -0.000 -0.004 0.247 0.0009 -0.0000 -0.00

1325 -0.000 -0.006 0.250 0.0009 -0.0000 -0.00 1326 0.000 -0.003 0.289 -0.0008 0.0000 -0.00

1327 0.000 -0.001 0.296 -0.0004 -0.0001 -0.00

1328 -0.001 0.000 0.303 -0.0001 -0.0003 -0.00 1329 0.002 0.000 0.330 0.0000 0.0015 -0.00

1330 0.039 0.000 0.425 0.0000 0.0385 -0.00

1331 -0.172 0.000 0.391 0.0000 -0.0058 -0.00

1332 -0.352 -0.000 0.002 0.0000 -0.0200 0.00

1333 -0.752 0.000 0.005 0.0000 0.0077 -0.00

1334 -0.828 0.000 0.033 -0.0000 -0.0042 -0.00

1335 -0.879 0.000 -0.028 -0.0000 -0.0307 0.00





6


1336 -0.930 -0.000 -0.255 -0.0000 -0.0758 0.00

1337 -0.981 -0.000 -0.682 -0.0000 -0.0913 0.00

1338 -1.020 -0.000 -0.810 -0.0000 0.0229 0.00

1339 -0.141 -0.000 -0.084 0.0000 0.0246 0.00

1340 -0.775 -0.000 -0.718 -0.0000 0.1192 0.00

1341 -0.266 0.000 -0.661 -0.0000 0.0869 0.00

1342 -0.003 -0.008 -0.313 0.0007 -0.0002 0.00

1343 -0.001 -0.001 -0.192 -0.0002 0.0004 0.00

1344 -0.000 -0.000 -0.189 -0.0001 0.0004 0.00

1345 0.001 -0.000 -0.186 0.0001 0.0004 0.00

1346 -0.000 -0.007 -0.068 -0.0005 -0.0008 0.00

1347 -0.000 0.000 0.103 -0.0001 0.0061 0.00

1348 -0.003 0.000 0.279 0.0000 -0.0049 0.00 1349 -0.039 -0.000 0.455 -0.0000 0.0056 0.00

1350 0.930 0.000 0.631 -0.0000 -0.0827 0.00

1351 -0.016 0.000 -0.606 -0.0000 0.0324 0.00

1352 0.043 0.000 -0.550 -0.0000 0.0039 0.00

1353 0.026 0.000 -0.478 0.0001 -0.0047 0.00

1354 0.008 -0.001 -0.423 0.0004 -0.0030 0.00

1355 -0.001 -0.004 -0.368 0.0009 -0.0011 0.00

1356 -0.003 -0.006 -0.341 0.0009 -0.0006 0.00

1357 -0.005 -0.003 -0.013 -0.0008 -0.0012 0.00

1358 -0.010 -0.001 0.041 -0.0004 -0.0002 0.00

1359 0.019 -0.000 0.518 -0.0000 0.0303 0.00

1360 0.527 0.000 0.010 -0.0000 0.0416 -0.00

1361 0.251 0.000 0.581 -0.0000 0.0814 0.00 1362 0.731 0.000 0.644 -0.0000 0.1131 0.00

1363 0.967 0.000 0.738 -0.0000 0.0249 0.00

1364 0.872 0.000 0.241 -0.0000 -0.0695 -0.00

1365 0.814 0.000 0.031 -0.0000 -0.0289 0.00

1366 0.757 -0.000 -0.032 -0.0000 -0.0073 0.00

1367 0.641 -0.000 -0.053 -0.0000 -0.0038 0.00

1368 -0.286 -0.000 -0.010 0.0000 0.0100 0.00

1369 -0.430 -0.000 0.010 0.0000 0.0013 0.00

1370 0.090 -0.000 0.000 0.0000 -0.0069 0.00

1371 -0.090 0.000 -0.000 0.0000 0.0018 -0.00

1372 -0.274 -0.005 0.000 0.0000 -0.0002 0.00

1373 -0.303 -0.028 -0.000 0.0000 0.0000 -0.00

1374 -0.323 0.030 -0.000 0.0000 0.0000 -0.02 1375 -0.324 0.650 0.000 0.0000 0.0000 0.08

1376 0.726 -0.562 -0.000 0.0000 0.0000 -0.06

1377 -0.049 0.345 0.000 0.0000 0.0000 0.07 1378 0.085 0.182 -0.000 0.0000 0.0000 0.03

1379 -0.342 0.246 -0.000 0.0000 0.0000 -0.07

1380 -0.460 -0.000 -0.004 -0.0000 0.0545 -0.00

1381 -0.362 0.647 0.000 0.0000 0.0000 -0.08

1382 -0.377 0.728 0.000 0.0000 0.0000 0.00

1383 0.154 0.075 -0.000 0.0000 0.0000 0.03

1384 0.314 -0.114 -0.000 0.0000 0.0000 0.08





6


1385 0.650 -0.479 -0.000 0.0000 0.0000 0.11

1386 0.731 -0.599 -0.000 0.0000 0.0000 0.03

1387 0.711 -0.228 0.000 0.0000 0.0000 -0.06

1388 0.696 -0.035 0.000 0.0000 0.0000 -0.02

1389 0.682 0.021 0.000 0.0000 0.0000 -0.00

1390 -1.036 -0.008 0.001 -0.0000 0.0003 0.00

1391 0.661 0.004 -0.000 0.0000 -0.0000 0.00

1392 0.521 -0.000 0.000 0.0000 0.0000 -0.00

1393 0.334 0.000 -0.000 0.0000 -0.0000 0.00

1394 0.168 -0.000 0.000 0.0000 0.0002 -0.00

1395 0.032 0.000 -0.000 -0.0000 -0.0012 0.00

1396 -0.055 0.000 0.000 -0.0000 0.0044 -0.00

1397 -0.178 -0.000 -0.000 -0.0000 -0.0147 0.00 1398 -0.864 0.000 0.003 -0.0000 -0.0058 -0.00

1399 -0.920 0.000 -0.007 -0.0000 0.0005 0.00

1400 -1.122 -0.000 0.003 -0.0000 0.0000 -0.00

1401 -0.958 -0.001 -0.003 -0.0000 0.0008 0.00

1402 -0.997 -0.004 -0.001 -0.0000 0.0005 0.00

1403 -1.016 -0.006 0.000 -0.0000 0.0004 0.00

1404 -0.647 0.000 0.002 0.0000 -0.0018 -0.00

1405 -2.185 0.000 -0.000 0.0000 0.0002 0.00

1406 -2.413 -0.000 0.000 0.0000 -0.0000 0.00

1407 -2.566 -0.002 0.000 0.0000 -0.0000 0.00

1408 -2.720 -0.004 0.000 0.0000 -0.0000 0.00

1409 0.097 0.000 0.189 0.0000 0.0461 -0.00

1410 -1.125 -0.000 0.003 -0.0000 0.0000 -0.00 1411 0.154 0.000 0.037 0.0000 0.0220 -0.00

1412 0.211 -0.000 -0.012 0.0000 0.0046 -0.00

1413 0.298 -0.000 -0.004 0.0000 -0.0030 -0.00

1414 0.950 -0.000 0.000 0.0000 0.0011 0.00

1415 1.567 -0.000 0.000 0.0000 -0.0017 -0.00

1416 2.342 -0.000 0.000 0.0000 0.0061 -0.00

1417 2.455 -0.000 -0.051 0.0000 0.0095 -0.00

1418 2.532 -0.000 -0.091 0.0000 0.0017 0.00

1419 2.610 0.000 -0.038 0.0000 -0.0428 0.00

1420 -1.127 -0.000 0.003 -0.0000 -0.0000 0.00

1421 2.689 0.000 0.335 0.0000 -0.1459 0.00

1422 2.231 0.000 1.402 0.0000 -0.4872 0.00

1423 0.244 -0.000 -0.143 -0.0000 0.0569 -0.00 1424 0.052 0.000 -0.297 0.0000 0.0286 -0.00

1425 -0.017 0.000 -0.450 0.0000 0.0075 -0.00

1426 -0.015 0.000 -0.708 0.0000 -0.0027 -0.00 1427 -0.001 -0.000 -0.967 -0.0002 -0.0009 -0.00

1428 0.001 -0.002 -1.121 -0.0005 -0.0002 -0.00

1429 0.001 -0.004 -1.277 -0.0004 0.0001 -0.00

1430 -1.217 -0.008 -0.000 -0.0000 -0.0006 -0.00

1431 -1.258 -0.003 0.003 -0.0000 0.0074 -0.00

1432 -1.331 0.000 0.227 -0.0001 0.0602 -0.00

1433 -1.373 0.000 0.559 -0.0001 0.0580 -0.00





6


1434 -1.340 0.000 0.538 -0.0001 -0.0843 0.00

1435 0.155 0.000 0.051 -0.0001 0.0110 -0.00

1436 0.310 0.000 0.012 -0.0001 0.0059 -0.00

1437 -0.167 0.000 0.151 -0.0000 0.0577 -0.00

1438 0.076 -0.000 0.306 0.0000 0.0544 -0.00

1439 0.278 -0.001 0.289 0.0002 0.0649 -0.00

1440 -0.929 0.000 0.373 -0.0000 -0.1611 0.00

1441 -0.289 0.000 0.314 -0.0000 -0.1050 -0.00

1442 -0.001 -0.000 0.255 -0.0000 -0.0356 -0.00

1443 0.057 -0.000 0.197 0.0000 -0.0025 -0.00

1444 0.023 -0.000 0.109 0.0000 0.0058 -0.00

1445 -0.022 0.000 -0.032 -0.0000 0.0064 -0.00

1446 -0.063 0.000 -0.119 0.0000 -0.0004 -0.00 1447 -0.017 0.000 -0.178 0.0000 -0.0331 -0.00

1448 0.263 0.000 -0.236 0.0000 -0.1074 -0.00

1449 0.941 0.000 -0.294 -0.0000 -0.1814 -0.00

1450 1.543 -0.000 -0.590 -0.0000 0.0753 -0.00

1451 1.485 -0.000 -0.529 -0.0000 -0.1282 -0.00

1452 1.501 -0.000 -0.227 -0.0000 0.0653 -0.00

1453 1.460 0.000 -0.029 -0.0000 0.0269 -0.00

1454 1.420 0.000 0.025 -0.0000 0.0039 0.00

1455 1.361 0.000 0.005 -0.0000 -0.0048 0.00

1456 0.959 -0.000 -0.000 -0.0001 0.0012 -0.00

1457 0.465 -0.000 0.000 -0.0001 0.0008 0.00

2145 -0.353 -0.003 -0.157 -0.0002 0.0440 0.00

2154 -0.445 -0.005 -0.060 -0.0002 0.0328 0.00 2155 -0.597 -0.005 0.056 -0.0002 0.0257 -0.00

2165 -0.612 -0.000 0.176 -0.0002 0.0257 -0.00

2209 -5.187 -0.005 0.000 0.0000 0.0000 0.00

2210 -5.265 -0.005 0.000 0.0000 0.0000 -0.00

2220 -5.280 -0.000 0.000 0.0000 0.0000 -0.00

3269 -0.392 -0.005 0.016 0.0005 0.0080 -0.00

3270 -0.470 -0.005 0.032 0.0005 0.0073 -0.00

3280 -0.485 -0.000 0.066 0.0005 0.0073 -0.00

3350 0.157 -0.003 0.358 0.0008 -0.0442 -0.00

3359 0.060 -0.005 0.450 0.0005 -0.0328 -0.00

3360 -0.057 -0.005 0.601 -0.0011 -0.0257 -0.00

3370 -0.176 -0.000 0.617 -0.0012 -0.0257 -0.00

4370 -0.356 -0.003 0.157 0.0001 -0.0442 0.00 4379 -0.448 -0.005 0.060 0.0001 -0.0329 0.00

4380 -0.599 -0.005 -0.057 0.0001 -0.0258 -0.00

4390 -0.615 -0.000 -0.176 0.0001 -0.0258 -0.00 4579 0.000 -0.005 0.920 0.0000 0.0000 -0.00

4580 0.000 -0.005 0.998 -0.0009 0.0000 -0.00

4590 0.000 -0.000 1.013 -0.0010 0.0000 -0.00

5590 -0.353 -0.003 0.156 0.0002 -0.0438 0.00

5599 -0.445 -0.005 0.059 0.0002 -0.0326 0.00

5600 -0.596 -0.005 -0.056 0.0002 -0.0255 -0.00

5610 -0.611 -0.000 -0.175 0.0002 -0.0255 -0.00





6


6900 -0.320 -0.003 -0.147 -0.0001 0.0411 0.00

6909 -0.412 -0.005 -0.056 -0.0001 0.0306 0.00

6910 -0.563 -0.005 0.053 -0.0001 0.0240 -0.00

6920 -0.579 -0.000 0.164 -0.0001 0.0240 -0.00

7910 -0.337 -0.003 -0.123 -0.0003 0.0403 0.00

7919 -0.429 -0.005 -0.037 -0.0003 0.0284 0.00

7920 -0.580 -0.005 0.059 -0.0003 0.0209 -0.00

7930 -0.595 -0.000 0.157 -0.0003 0.0209 -0.00

8929 -0.920 -0.005 -0.000 0.0000 -0.0006 0.00

8930 -0.998 -0.005 -0.001 0.0000 -0.0005 -0.00

8940 -1.013 -0.000 -0.004 0.0000 -0.0005 -0.00

9950 -0.395 -0.003 -0.148 -0.0002 0.0440 0.00

9959 -0.488 -0.005 -0.052 -0.0002 0.0321 0.00 9960 -0.639 -0.005 0.060 -0.0002 0.0245 -0.00

9970 -0.654 -0.000 0.174 -0.0002 0.0245 -0.00

10959 0.000 -0.005 -0.920 -0.0000 -0.0000 0.00

10960 0.000 -0.005 -0.998 0.0009 -0.0000 0.00

10970 0.000 -0.000 -1.013 0.0010 -0.0000 0.00

11250 0.356 -0.003 -0.151 -0.0003 -0.0430 -0.00

11259 0.448 -0.005 -0.056 -0.0003 -0.0318 -0.00

11260 0.599 -0.005 0.056 -0.0003 -0.0248 0.00

11270 0.615 -0.000 0.171 -0.0003 -0.0248 0.00

12259 -0.000 -0.005 1.363 0.0000 0.0000 0.00

12260 -0.000 -0.005 1.441 -0.0009 0.0000 0.00

12270 0.000 -0.000 1.456 -0.0010 0.0000 0.00

13270 0.308 -0.003 -0.155 -0.0002 -0.0412 -0.0013279 0.401 -0.005 -0.063 -0.0002 -0.0313 -0.00

13280 0.552 -0.005 0.050 -0.0002 -0.0250 0.00

13290 0.567 -0.000 0.166 -0.0002 -0.0250 0.00

14309 -2.798 -0.005 -0.000 0.0000 -0.0000 0.00

14310 -2.876 -0.005 -0.000 0.0000 -0.0000 -0.00

14320 -2.891 -0.000 -0.000 0.0000 -0.0000 -0.00

15320 0.999 -0.000 2.054 0.0000 -0.2576 0.00

15321 0.174 -0.000 2.197 0.0000 -0.1175 0.00

15322 -0.085 -0.000 2.342 0.0000 -0.0242 0.00

15323 -0.089 -0.000 2.487 -0.0000 0.0071 0.00

15324 -0.021 0.000 2.707 -0.0000 0.0078 0.00

15325 -0.000 -0.005 3.678 -0.0009 -0.0001 0.00

15326 0.004 0.000 2.991 0.0000 0.0003 0.0015327 0.002 -0.000 3.217 0.0002 -0.0004 0.00

15328 0.000 -0.002 3.369 0.0005 -0.0002 0.00

15329 -0.000 -0.004 3.522 0.0004 -0.0001 0.0015330 -0.001 -0.000 3.693 -0.0010 -0.0001 0.00

15331 -0.000 -0.005 3.600 0.0000 -0.0001 0.00

16359 0.001 -0.005 -1.354 -0.0000 0.0001 -0.00

16360 0.000 -0.005 -1.432 0.0009 0.0001 -0.00

16370 0.000 -0.000 -1.447 0.0010 0.0001 -0.00

17370 0.468 -0.001 -0.002 -0.0001 0.0016 -0.00

17371 0.583 -0.002 -0.004 -0.0001 0.0001 -0.00





6


17372 0.697 -0.004 -0.003 -0.0001 -0.0004 -0.00

17379 0.775 -0.005 -0.002 -0.0001 -0.0004 -0.00

17380 0.853 -0.005 -0.001 -0.0001 -0.0005 0.00

17390 0.868 -0.000 0.001 -0.0001 -0.0005 0.00

18380 0.415 -0.003 0.143 0.0002 0.0439 -0.00

18389 0.507 -0.005 0.048 0.0002 0.0316 -0.00

18390 0.658 -0.005 -0.061 0.0002 0.0239 0.00

18400 0.673 -0.000 -0.172 0.0002 0.0239 0.00




DISPLACEMENTS REPORT: Nodal MovementsCASE 3 (SUS) W+P1

6


10 -6.609 -0.000 -0.000 -0.0000 -0.0000 0.00

11 -6.457 0.000 0.000 -0.0000 -0.0000 0.00

12 -6.307 0.000 0.000 -0.0000 -0.0000 0.00

13 -6.160 0.000 0.000 -0.0000 -0.0000 0.00

14 -5.944 -0.000 -0.000 -0.0000 0.0000 -0.00

15 -3.852 0.000 -0.000 -0.0000 -0.0000 0.00

16 -3.693 0.000 0.000 -0.0000 -0.0000 -0.00

17 -3.589 -0.001 0.000 -0.0000 -0.0000 -0.00

18 -3.487 -0.004 0.000 -0.0000 0.0000 -0.00

19 -3.437 -0.006 0.000 -0.0000 0.0000 -0.00

20 -3.386 -0.008 -0.000 -0.0000 0.0000 -0.00 30 -3.164 -0.000 -0.000 -0.0000 0.0000 0.00

40 -3.160 -0.000 -0.000 -0.0000 0.0000 -0.00

50 -3.156 -0.000 -0.000 -0.0000 0.0000 -0.00

60 -2.937 -0.008 -0.000 -0.0000 -0.0000 0.00

61 -2.838 -0.004 0.000 -0.0000 -0.0000 0.00

62 -2.741 -0.001 0.000 -0.0000 -0.0000 0.00

63 -2.645 0.000 0.000 -0.0000 -0.0000 0.00

64 -2.504 0.000 -0.000 -0.0000 0.0002 -0.00

65 -1.435 -0.000 0.000 -0.0000 -0.0024 0.00

66 -0.456 0.000 -0.005 -0.0000 0.0098 -0.00

67 -0.337 -0.000 -0.062 -0.0000 0.0010 -0.00

68 -0.259 -0.000 -0.019 -0.0000 -0.0324 -0.00

69 -0.180 -0.000 0.258 -0.0000 -0.1067 0.00 70 0.345 0.000 1.575 -0.0000 0.0033 0.00

71 -0.102 -0.000 0.934 -0.0000 -0.1815 0.00

72 0.133 0.000 1.467 -0.0000 -0.1454 0.00

73 0.199 0.000 1.524 -0.0000 0.0359 0.00

74 0.059 -0.000 1.475 -0.0000 0.0224 0.00

75 -0.000 -0.000 1.426 0.0000 0.0069 0.00

76 -0.004 -0.000 1.353 0.0000 -0.0015 0.00

77 0.000 0.000 0.854 0.0000 0.0004 0.00

78 -0.000 -0.000 0.070 -0.0000 0.0002 0.00

79 -0.016 -0.000 -0.316 -0.0000 0.0003 0.00

80 -0.000 -0.000 -0.703 -0.0000 -0.0013 0.00

81 -0.000 -0.004 -0.524 -0.0000 0.0583 0.00

82 -0.000 0.001 -0.569 -0.0000 -0.0635 0.00 89 -0.000 -0.006 -0.416 -0.0000 0.0586 0.00

90 -0.000 -0.007 -0.314 -0.0000 0.0530 0.00

100 -0.000 -0.000 -0.019 -0.0000 0.0082 -0.00

110 0.000 -0.000 -0.000 -0.0000 0.0077 -0.00

120 0.000 -0.000 0.017 -0.0000 0.0072 0.00

130 0.000 -0.008 0.000 -0.0000 -0.0028 -0.00

131 0.000 -0.004 -0.004 -0.0000 -0.0000 -0.00

132 0.000 -0.001 -0.002 -0.0000 0.0003 -0.00

133 0.000 0.000 -0.002 -0.0000 -0.0006 -0.00

134 0.000 0.000 0.002 -0.0000 0.0055 0.00





6


139 -0.443 -0.002 0.123 -0.0000 -0.0015 -0.00

140 0.000 0.000 0.202 -0.0000 0.0078 -0.00

145 0.016 0.000 0.004 0.0000 -0.0001 0.00

146 0.003 -0.000 -0.000 0.0000 0.0000 -0.00

147 -0.007 0.000 -0.000 0.0000 -0.0000 0.00

148 -0.029 -0.000 0.000 0.0000 0.0000 -0.00

149 -0.095 -0.000 -0.000 0.0000 -0.0001 0.00

150 -0.961 0.000 0.812 0.0000 -0.1524 0.00

151 -0.309 -0.000 0.000 0.0000 0.0002 -0.00

152 -0.594 -0.000 -0.000 0.0000 -0.0007 0.00

153 -0.921 -0.000 0.000 0.0000 0.0021 0.00

154 -1.164 0.000 -0.006 0.0000 -0.0065 -0.00

155 -1.201 0.000 -0.034 0.0000 0.0052 -0.00 156 -1.227 0.000 0.038 0.0000 0.0363 0.00

157 -1.253 0.000 0.306 0.0000 0.0883 0.00

158 -1.279 -0.000 0.798 0.0000 0.1023 0.00

159 -1.296 -0.000 0.925 0.0000 -0.0405 0.00

160 0.000 -0.008 0.623 -0.0006 0.0032 0.00

161 -0.318 0.000 0.778 0.0000 -0.1094 0.00

162 -0.004 0.000 0.744 0.0000 -0.0410 0.00

163 0.053 -0.001 0.688 -0.0004 0.0064 0.00

164 0.021 -0.004 0.655 -0.0009 0.0062 0.00

165 0.009 -0.006 0.639 -0.0009 0.0046 0.00

166 0.005 0.000 -0.153 0.0000 0.0081 0.00

167 -0.064 0.000 -0.296 -0.0000 0.0269 0.00

168 -0.218 -0.001 -0.291 -0.0001 0.0567 0.00 170 -0.007 -0.000 0.550 0.0002 -0.0008 0.00

180 -0.006 -0.000 0.549 0.0000 -0.0008 0.00

190 -0.004 -0.000 0.548 -0.0002 -0.0008 0.00

200 -0.000 -0.008 0.478 0.0006 0.0008 0.00

201 -0.006 -0.004 0.447 0.0008 0.0007 0.00

202 -0.003 -0.001 0.416 0.0004 -0.0040 0.00

203 0.034 0.000 0.385 0.0001 -0.0146 0.00

210 0.235 0.000 0.322 0.0000 -0.0185 0.00

211 0.074 0.000 0.306 -0.0001 0.0226 0.00

212 0.007 -0.001 0.299 -0.0004 0.0093 0.00

213 -0.013 -0.004 0.291 -0.0009 0.0021 0.00

214 0.124 0.000 0.160 0.0000 -0.0343 0.00

215 0.012 0.000 0.039 0.0000 -0.0184 0.00 216 -0.099 -0.000 -0.006 0.0000 -0.0047 0.00

217 -0.266 -0.000 -0.003 0.0000 0.0019 -0.00

218 -1.517 -0.000 0.000 0.0000 -0.0005 0.00 219 -0.015 -0.006 0.288 -0.0009 0.0007 0.00

220 -0.016 -0.008 0.284 -0.0006 0.0000 0.00

221 -3.021 0.000 -0.000 0.0000 0.0001 -0.00

222 -4.522 0.000 0.000 0.0000 -0.0000 0.00

223 -4.741 -0.000 -0.000 0.0000 0.0000 0.00

224 -4.890 -0.002 -0.000 0.0000 0.0000 0.00

225 -5.041 -0.004 -0.000 0.0000 0.0000 0.00





6


230 -0.010 -0.000 0.269 0.0002 -0.0008 0.00

240 -0.008 -0.000 0.269 0.0000 -0.0008 0.00

250 -0.006 -0.000 0.269 -0.0002 -0.0008 0.00

260 -0.000 -0.008 0.256 0.0006 -0.0003 0.00

261 0.000 -0.004 0.251 0.0009 -0.0000 0.00

262 0.000 -0.001 0.245 0.0004 0.0000 0.00

263 0.000 0.000 0.240 0.0001 0.0000 0.00

264 -0.000 0.000 0.232 -0.0001 0.0000 0.00

265 -0.000 -0.000 0.180 0.0000 0.0000 0.00

266 0.000 -0.000 0.108 -0.0000 -0.0002 0.00

267 -0.000 0.000 0.039 0.0000 0.0011 0.00

268 0.000 -0.000 -0.041 -0.0001 -0.0051 0.00

270 0.000 0.000 -0.158 0.0005 0.0195 0.00 271 -0.000 -0.000 -0.325 -0.0012 -0.0050 0.00

272 0.000 0.004 -0.514 0.0047 0.0005 0.00

273 -0.001 0.023 -0.539 -0.0042 -0.0000 0.00

274 -0.000 -0.032 -0.555 -0.0271 -0.0001 0.00

275 0.000 -0.530 -0.529 0.1016 -0.0001 0.00

276 -0.000 0.607 0.480 -0.0763 -0.0000 0.00

277 -0.000 -0.230 -0.572 -0.0641 -0.0000 0.00

278 -0.000 -0.193 -0.221 0.0789 -0.0001 0.00

279 -0.000 -0.014 -0.072 0.0346 -0.0001 0.00

280 -0.006 -0.000 -0.181 0.0007 -0.0007 0.00

281 0.000 -0.581 -0.589 -0.0703 -0.0000 0.00

282 0.000 -0.633 -0.598 0.0231 -0.0000 0.00

283 -0.000 0.091 -0.000 0.0333 -0.0001 0.00 284 0.000 0.263 0.142 0.0748 -0.0001 0.00

285 -0.000 0.582 0.431 0.0944 -0.0001 0.00

286 -0.000 0.672 0.492 0.0138 -0.0000 0.00

287 0.000 0.235 0.461 -0.0670 -0.0000 0.00

288 -0.000 0.031 0.443 -0.0279 0.0000 0.00

289 -0.000 -0.025 0.425 -0.0041 0.0000 0.00

290 -0.098 -0.008 -0.000 0.0005 -0.0000 0.00

291 0.000 -0.005 0.398 0.0049 -0.0000 0.00

292 -0.000 0.000 0.209 -0.0017 0.0001 0.00

293 -0.015 -0.033 0.014 0.0003 0.0002 0.00

294 -0.073 0.000 -0.000 0.0006 0.0010 -0.00

295 -0.082 0.000 0.001 0.0006 -0.0001 0.00

296 -0.087 -0.001 0.001 0.0006 -0.0001 0.00 297 -0.093 -0.004 0.000 0.0005 -0.0001 0.00

298 -0.096 -0.006 -0.000 0.0005 -0.0001 0.00

299 -0.005 0.000 -0.103 0.0006 -0.0053 -0.00 300 -0.111 -0.000 -0.000 0.0005 0.0000 -0.00

301 -0.153 -0.002 -0.062 0.0005 0.0179 0.00

302 -0.310 -0.004 -0.003 0.0005 0.0100 0.00

310 -0.111 -0.000 -0.000 0.0005 0.0000 -0.00

320 -0.111 -0.000 -0.000 0.0005 0.0000 0.00

330 -0.127 -0.008 -0.000 0.0005 0.0000 -0.00

331 -0.134 -0.004 0.000 0.0005 0.0000 -0.00





6


332 -0.141 -0.001 0.000 0.0005 0.0000 -0.00

333 -0.148 0.000 0.000 0.0005 0.0000 -0.00

334 -0.159 0.000 -0.000 0.0005 -0.0000 0.00

335 -0.245 -0.000 0.000 0.0004 0.0001 -0.00

336 -0.463 0.000 -0.000 0.0003 -0.0007 0.00

337 -0.782 -0.000 0.000 0.0001 0.0027 -0.00

338 -0.999 0.000 -0.007 0.0001 -0.0081 -0.00

339 -1.032 0.000 -0.045 0.0000 0.0043 -0.00

340 -0.926 0.000 1.118 0.0000 -0.1332 0.00

341 -1.054 0.000 0.029 0.0000 0.0399 0.00

342 -1.077 -0.000 0.332 0.0000 0.1040 0.00

343 -1.101 -0.000 0.932 0.0000 0.1351 0.00

344 -1.167 -0.000 1.181 0.0000 0.0015 0.00 345 -0.332 0.000 1.095 0.0000 -0.1033 0.00

346 -0.030 0.000 1.072 -0.0000 -0.0398 0.00

347 0.045 0.000 1.050 -0.0000 -0.0044 0.00

348 0.007 -0.000 1.017 -0.0000 0.0080 0.00

349 -0.000 -0.000 0.804 0.0000 -0.0026 0.00

350 -0.003 0.000 -0.040 0.0006 -0.0046 0.00

351 0.000 -0.000 0.519 -0.0000 0.0008 0.00

352 -0.000 0.000 0.269 0.0000 -0.0003 0.00

353 -0.000 -0.000 0.082 -0.0000 0.0002 0.00

354 0.000 0.000 0.021 0.0000 -0.0004 0.00

355 -0.000 -0.000 -0.006 -0.0002 0.0013 0.00

356 0.000 0.000 -0.102 -0.0002 0.0011 0.00

357 -0.000 -0.000 -0.275 0.0000 0.0000 0.00 358 0.000 0.000 -0.520 -0.0000 -0.0008 0.00

359 -0.000 -0.000 -0.802 0.0000 0.0026 0.00

360 -1.111 -0.000 -0.932 -0.0000 -0.1346 0.00

361 0.007 0.000 -1.013 -0.0000 -0.0081 0.00

362 0.045 -0.000 -1.045 0.0000 0.0043 0.00

363 -0.029 -0.000 -1.067 0.0000 0.0399 0.00

364 -0.333 0.000 -1.090 -0.0000 0.1038 0.00

365 -0.931 -0.000 -1.113 -0.0000 0.1344 0.00

366 -1.176 -0.000 -1.178 -0.0000 -0.0002 0.00

367 -1.088 0.000 -0.333 -0.0000 -0.1039 0.00

368 -1.065 0.000 -0.029 -0.0000 -0.0399 -0.00

369 -1.043 0.000 0.045 -0.0000 -0.0043 -0.00

370 0.027 0.000 -0.003 -0.0000 -0.0027 0.00 371 -1.011 -0.000 0.007 -0.0000 0.0081 -0.00

372 -0.800 0.000 -0.000 -0.0000 -0.0026 0.00

373 -0.516 -0.000 0.000 -0.0000 0.0008 -0.00 374 -0.268 0.000 -0.000 -0.0000 -0.0003 0.00

375 -0.081 -0.000 0.000 -0.0000 0.0001 -0.00

376 -0.021 0.000 0.000 -0.0000 -0.0002 0.00

377 0.002 -0.000 -0.000 -0.0000 0.0008 -0.00

378 0.038 0.000 0.000 0.0001 0.0007 -0.00

379 0.113 -0.000 -0.000 0.0001 -0.0002 0.00

380 0.974 -0.002 -0.540 -0.0000 -0.1813 -0.00





6


381 0.363 0.000 -0.000 0.0002 0.0002 -0.00

382 0.698 -0.000 0.000 0.0002 -0.0006 0.00

383 0.283 -0.001 -0.496 -0.0006 -0.1108 -0.00

384 -0.011 0.005 -0.452 -0.0022 -0.0355 -0.00

385 0.001 -0.796 -0.176 -0.0427 -0.0004 0.00

386 0.000 0.392 -1.008 0.0340 -0.0000 -0.00

387 0.000 -0.604 -0.314 -0.0427 -0.0002 -0.00

388 -0.000 -0.485 -0.380 -0.0200 -0.0002 -0.00

389 1.081 -0.000 -0.000 0.0003 0.0020 -0.00

390 0.000 -0.008 -0.259 0.0006 0.0001 -0.00

391 1.367 0.000 0.005 0.0003 -0.0061 0.00

392 1.411 0.000 0.033 0.0003 0.0035 0.00

393 1.441 0.000 -0.024 0.0003 0.0304 -0.00 394 1.471 -0.000 -0.254 0.0003 0.0783 -0.00

395 1.502 -0.000 -0.703 0.0003 0.0996 -0.00

396 1.475 -0.001 -0.738 0.0003 -0.0987 -0.00

397 -0.065 0.019 -0.409 -0.0041 -0.0017 -0.00

398 -0.026 0.037 -0.340 0.0041 0.0065 0.00

399 -0.005 -0.018 -0.297 0.0289 0.0031 0.00

400 0.001 -0.000 -0.216 -0.0002 0.0001 -0.00

401 0.002 -0.238 -0.254 0.0757 0.0007 0.00

402 0.003 -0.678 -0.211 0.1008 -0.0001 0.00

403 0.002 -0.809 -0.175 0.0400 -0.0004 0.00

404 -0.000 -0.375 -0.420 -0.0348 -0.0001 -0.00

405 -0.000 -0.170 -0.572 -0.0882 -0.0001 -0.00

406 0.000 0.223 -0.914 -0.1223 -0.0001 -0.00 407 0.000 0.375 -1.008 -0.0629 -0.0001 -0.00

408 -0.000 0.177 -0.980 0.0425 -0.0000 -0.00

409 -0.000 0.036 -0.953 0.0205 0.0000 -0.00

410 0.001 -0.000 -0.215 0.0000 0.0000 -0.00

411 -0.000 -0.011 -0.926 0.0044 0.0000 -0.00

412 0.000 -0.003 -0.887 -0.0027 0.0000 -0.00

413 0.000 0.000 -0.600 0.0007 0.0000 -0.00

414 -0.000 0.000 -0.349 -0.0001 -0.0000 -0.00

415 -0.000 0.000 -0.319 0.0001 -0.0000 -0.00

416 -0.000 -0.001 -0.299 0.0004 0.0000 -0.00

417 0.000 -0.004 -0.279 0.0009 0.0000 -0.00

418 0.000 -0.006 -0.269 0.0009 0.0001 -0.00

419 0.147 0.000 -0.013 0.0006 -0.0102 0.00 420 0.001 -0.000 -0.215 0.0002 0.0000 -0.00

421 0.297 0.000 0.066 0.0007 -0.0281 -0.00

422 0.292 -0.001 0.222 0.0007 -0.0572 -0.00 423 0.008 0.000 0.147 -0.0000 -0.0087 0.00

424 -0.065 0.000 0.297 0.0000 -0.0274 0.00

425 -0.221 -0.001 0.293 0.0001 -0.0570 0.00

430 -0.000 -0.008 -0.174 -0.0006 -0.0004 -0.00

431 -0.002 -0.004 -0.156 -0.0009 0.0002 -0.00

432 0.004 -0.001 -0.138 -0.0004 0.0030 -0.00

433 0.026 0.000 -0.120 -0.0001 0.0075 -0.00





6


434 -0.061 0.000 -0.068 0.0001 -0.0463 -0.00

440 -0.702 0.000 -0.016 -0.0001 0.0162 -0.00

441 -0.174 0.000 -0.013 0.0001 0.0573 -0.00

442 -0.009 -0.001 -0.012 0.0004 0.0218 -0.00

443 0.034 -0.004 -0.010 0.0009 0.0035 -0.00

444 0.036 -0.006 -0.009 0.0009 -0.0001 -0.00

445 0.032 -0.008 -0.009 0.0006 -0.0019 -0.00

446 -0.340 -0.000 -0.000 -0.0000 -0.0024 -0.00

447 -0.234 0.000 0.000 -0.0000 0.0003 0.00

448 -0.220 0.000 -0.000 -0.0000 -0.0000 -0.00

449 -0.212 -0.001 -0.000 -0.0000 -0.0000 -0.00

450 0.007 -0.000 -0.005 -0.0002 -0.0016 -0.00

451 -0.203 -0.004 -0.000 -0.0000 -0.0000 -0.00 460 0.003 -0.000 -0.005 -0.0000 -0.0016 -0.00

470 -0.001 -0.000 -0.006 0.0002 -0.0015 -0.00

480 -0.000 -0.008 -0.005 -0.0006 0.0004 -0.00

481 0.001 -0.004 -0.004 -0.0009 0.0000 -0.00

482 0.000 -0.001 -0.004 -0.0004 -0.0001 -0.00

483 0.000 0.000 -0.003 -0.0001 -0.0000 -0.00

484 -0.000 0.000 -0.003 0.0001 -0.0000 -0.00

485 0.000 0.530 0.564 0.1065 0.0000 -0.00

486 0.000 -0.623 -0.487 -0.0784 0.0000 -0.00

487 -0.000 0.182 0.240 0.0820 0.0000 -0.00

488 -0.000 0.001 0.084 0.0336 0.0000 -0.00

489 -0.000 -0.000 0.002 -0.0000 0.0000 -0.00

490 0.021 -0.000 0.111 -0.0002 0.0004 -0.00 491 0.000 0.000 0.011 -0.0000 -0.0000 -0.00

492 -0.000 -0.000 0.028 0.0000 0.0000 -0.00

493 0.000 0.000 0.142 -0.0002 -0.0000 -0.00

494 -0.000 -0.000 0.289 0.0005 0.0000 -0.00

495 0.000 0.000 0.453 -0.0015 -0.0000 -0.00

496 -0.000 -0.005 0.575 0.0047 -0.0000 -0.00

497 -0.000 -0.023 0.594 -0.0044 -0.0000 -0.00

498 -0.299 -0.000 0.000 -0.0001 -0.0003 0.00

499 -0.676 -0.000 -0.000 -0.0000 -0.0025 0.00

500 -0.897 0.000 -1.151 -0.0000 0.1264 0.00

501 -0.000 0.034 0.606 -0.0277 0.0000 -0.00

502 0.000 0.234 0.619 -0.0649 0.0000 -0.00

503 0.000 0.589 0.632 -0.0704 0.0000 -0.00 504 0.000 0.639 0.639 0.0264 0.0000 -0.00

505 0.000 -0.104 0.012 0.0319 0.0000 -0.00

506 0.000 -0.274 -0.134 0.0766 0.0000 -0.00 507 -0.000 -0.599 -0.434 0.0970 0.0000 -0.00

508 -0.000 -0.691 -0.498 0.0141 0.0000 -0.00

509 -0.000 -0.242 -0.472 -0.0689 -0.0000 -0.00

510 -0.000 -0.000 -0.292 0.0000 0.0001 -0.00

511 -0.000 -0.032 -0.457 -0.0286 -0.0000 -0.00

512 -0.000 0.026 -0.443 -0.0042 -0.0000 -0.00

513 0.000 0.005 -0.421 0.0050 0.0000 -0.00





6


514 -0.000 -0.000 -0.272 -0.0015 -0.0000 -0.00

515 0.000 0.000 -0.076 0.0004 0.0001 -0.00

516 0.008 -0.005 0.017 -0.0001 0.0003 -0.00

517 -0.924 0.000 0.007 -0.0000 0.0082 -0.00

518 -0.961 0.000 0.046 -0.0000 -0.0040 -0.00

519 -0.986 0.000 -0.026 -0.0000 -0.0397 0.00

520 0.000 -0.008 -0.034 0.0006 0.0001 -0.00

521 -1.011 -0.000 -0.330 -0.0000 -0.1047 0.00

522 -1.037 -0.000 -0.937 -0.0000 -0.1385 0.00

523 -1.114 -0.000 -1.204 -0.0000 -0.0099 0.00

524 -0.326 0.000 -1.127 -0.0000 0.0999 0.00

525 -0.031 0.000 -1.104 0.0000 0.0390 0.00

526 0.042 0.000 -1.081 0.0000 0.0045 0.00 527 0.007 -0.000 -1.047 0.0000 -0.0077 0.00

528 -0.000 -0.000 -0.826 0.0000 0.0026 0.00

529 0.000 0.000 -0.502 -0.0000 -0.0007 0.00

530 0.001 -0.000 -0.024 -0.0002 0.0001 -0.00

531 0.000 0.000 -0.191 -0.0000 -0.0000 -0.00

532 -0.000 -0.000 -0.108 0.0000 0.0000 -0.00

533 -0.000 0.000 -0.054 -0.0001 -0.0000 -0.00

534 -0.000 0.000 -0.048 0.0001 -0.0000 -0.00

535 -0.000 -0.001 -0.043 0.0004 0.0000 -0.00

536 0.000 -0.004 -0.038 0.0009 0.0000 -0.00

537 0.000 -0.006 -0.036 0.0009 0.0001 -0.00

538 0.240 -0.000 0.059 -0.0001 0.0020 0.00

540 0.002 -0.000 -0.024 0.0000 0.0001 -0.00 550 0.002 -0.000 -0.024 0.0002 0.0001 -0.00

560 0.000 -0.008 -0.017 -0.0006 -0.0006 -0.00

561 -0.004 -0.004 -0.013 -0.0009 -0.0017 -0.00

562 -0.016 -0.001 -0.010 -0.0004 -0.0034 -0.00

563 -0.032 0.000 -0.007 -0.0001 -0.0022 -0.00

564 0.134 0.000 -0.000 0.0000 0.0581 -0.00

569 0.507 0.000 0.003 0.0000 0.0712 -0.00

570 0.737 -0.000 0.006 -0.0000 -0.0017 -0.00

571 0.228 0.000 -0.000 -0.0000 0.0004 0.00

572 0.071 -0.000 0.000 -0.0000 -0.0001 0.00

573 0.023 0.000 -0.000 -0.0000 -0.0001 -0.00

574 0.011 -0.000 0.000 -0.0000 0.0003 0.00

575 0.144 0.000 0.040 -0.0000 -0.0591 -0.00 576 -0.031 0.000 0.075 0.0001 0.0009 -0.00

577 -0.017 -0.001 0.091 0.0004 0.0034 -0.00

578 -0.004 -0.004 0.108 0.0009 0.0022 -0.00 580 0.008 0.000 -0.001 -0.0000 -0.0010 -0.00

581 0.003 0.000 0.152 -0.0000 -0.0009 -0.00

582 0.000 0.000 0.304 0.0000 -0.0004 -0.00

583 -0.000 -0.000 0.457 0.0001 -0.0001 -0.00

584 -0.000 -0.000 0.524 0.0002 -0.0000 -0.00

585 -0.000 -0.002 0.677 0.0005 0.0000 -0.00

586 -0.000 -0.004 0.830 0.0004 0.0000 -0.00





6


590 0.022 0.000 -0.007 0.0000 -0.0018 0.00

591 0.013 -0.000 -0.000 0.0002 0.0005 -0.00

592 0.006 0.000 0.000 0.0003 -0.0001 0.00

593 0.002 0.000 -0.000 0.0004 0.0000 -0.00

594 0.002 0.000 0.000 0.0004 -0.0000 0.00

595 0.001 -0.001 0.000 0.0004 -0.0000 0.00

596 0.001 -0.004 -0.000 0.0004 -0.0000 0.00

597 0.007 0.000 0.143 -0.0000 -0.0081 0.00

598 -0.064 -0.000 0.294 0.0000 -0.0269 0.00

599 0.001 -0.006 -0.000 0.0004 -0.0000 0.00

600 0.001 -0.008 -0.000 0.0004 -0.0000 0.00

601 -0.218 -0.001 0.290 0.0002 -0.0564 0.00

610 -0.000 -0.000 -0.000 0.0004 0.0000 -0.00 620 0.000 -0.000 0.000 0.0004 0.0000 -0.00

630 0.000 -0.000 0.000 0.0004 0.0000 0.00

640 -0.000 -0.008 0.000 0.0005 -0.0000 -0.00

641 -0.000 -0.004 -0.000 0.0005 -0.0000 -0.00

642 -0.001 -0.001 -0.000 0.0005 -0.0000 -0.00

643 -0.001 0.000 -0.000 0.0005 -0.0000 -0.00

644 -0.001 0.000 0.000 0.0005 0.0004 0.00

645 -0.003 -0.000 -0.000 0.0006 -0.0031 -0.00

799 -0.000 -0.006 0.116 0.0009 0.0015 -0.00

800 0.003 -0.008 0.125 0.0006 0.0010 -0.00

810 0.005 -0.000 0.162 -0.0002 -0.0003 -0.00

820 0.004 -0.000 0.162 -0.0000 -0.0003 -0.00

825 0.003 -0.000 0.163 0.0002 -0.0003 -0.00 830 0.000 -0.008 0.203 -0.0006 -0.0002 -0.00

831 -0.000 -0.004 0.221 -0.0008 -0.0000 -0.00

832 -0.000 -0.001 0.239 -0.0004 0.0000 -0.00

833 -0.000 -0.000 0.258 -0.0001 0.0000 -0.00

835 0.000 0.553 0.459 0.0953 0.0000 -0.00

836 -0.000 -0.584 -0.524 -0.0721 0.0000 -0.00

837 -0.000 0.231 0.170 0.0750 0.0000 -0.00

838 0.000 0.001 0.286 -0.0005 0.0000 -0.00

839 0.000 -0.007 0.419 0.0040 -0.0000 -0.00

840 -0.061 0.000 -0.011 0.0005 -0.0010 -0.00

841 -0.000 -0.024 0.448 -0.0042 -0.0000 -0.00

842 -0.000 0.031 0.468 -0.0271 -0.0000 -0.00

843 -0.000 0.229 0.489 -0.0648 0.0000 -0.00 844 0.000 0.587 0.509 -0.0729 0.0000 -0.00

845 0.000 0.647 0.521 0.0169 0.0000 -0.00

846 -0.000 0.058 0.029 0.0332 0.0000 -0.00 847 0.000 -0.048 -0.039 0.0334 0.0000 -0.00

848 0.000 -0.222 -0.180 0.0756 0.0000 -0.00

849 -0.000 -0.546 -0.472 0.0963 0.0000 -0.00

850 -0.000 -0.642 -0.535 0.0181 0.0000 -0.00

851 -0.000 -0.228 -0.504 -0.0645 -0.0000 -0.00

852 -0.000 -0.031 -0.484 -0.0270 -0.0000 -0.00

853 -0.000 0.024 -0.464 -0.0041 -0.0000 -0.00





6


854 0.000 0.004 -0.434 0.0047 0.0001 -0.00

855 -0.000 -0.000 -0.217 -0.0012 -0.0006 -0.00

856 0.000 -0.000 0.009 -0.0001 0.0009 -0.00

857 -0.000 0.000 0.045 0.0000 -0.0019 -0.00

900 0.010 0.000 0.003 0.0000 -0.0001 0.00

901 0.007 0.000 -0.000 0.0000 0.0002 -0.00

902 0.016 -0.000 0.000 0.0000 -0.0006 0.00

903 0.050 0.000 -0.000 0.0000 0.0021 0.00

904 0.139 -0.000 0.000 0.0000 -0.0073 -0.00

905 -0.047 0.000 -0.270 -0.0000 0.0234 0.00

906 -0.190 -0.001 -0.271 -0.0001 0.0527 0.00

910 0.384 -0.000 0.005 0.0000 0.0269 0.00

911 0.524 0.000 -0.003 0.0000 -0.0104 -0.00 912 0.669 -0.000 0.047 0.0000 0.0092 0.00

913 0.706 0.000 -0.028 0.0000 0.0382 0.00

914 0.743 0.000 -0.321 0.0000 0.1041 -0.00

915 0.781 0.000 -0.940 0.0000 0.1476 -0.00

916 0.893 0.000 -1.267 0.0000 0.0404 -0.00

917 0.005 -0.000 -0.274 -0.0000 0.0567 0.00

918 -0.200 -0.001 -0.255 -0.0002 0.0631 0.00

920 0.773 -0.000 -1.250 0.0000 -0.0987 -0.00

921 0.297 -0.000 -1.220 -0.0000 -0.0855 -0.00

922 0.038 -0.000 -1.191 -0.0000 -0.0352 -0.00

923 -0.033 -0.000 -1.162 -0.0000 -0.0050 -0.00

924 -0.006 0.000 -1.120 -0.0000 0.0062 -0.00

925 0.000 -0.000 -0.839 0.0000 -0.0009 -0.00 926 -0.000 0.000 -0.461 -0.0000 -0.0049 -0.00

930 0.000 0.000 -0.153 0.0000 0.0204 -0.00

931 0.000 -0.000 0.223 -0.0000 -0.0027 -0.00

932 -0.000 -0.000 0.523 0.0000 -0.0001 -0.00

933 0.000 -0.000 0.843 -0.0000 0.0022 -0.00

934 -0.006 -0.000 1.077 -0.0000 -0.0073 -0.00

935 -0.039 0.000 1.113 -0.0000 0.0047 -0.00

936 0.034 0.000 1.137 -0.0000 0.0380 -0.00

937 0.318 0.000 1.162 0.0000 0.0957 -0.00

938 0.862 -0.000 1.187 0.0000 0.1181 -0.00

939 1.048 -0.000 1.229 0.0000 -0.0197 -0.00

940 0.960 -0.000 0.941 0.0000 -0.1422 -0.00

941 0.931 0.000 0.326 0.0000 -0.1054 -0.00 942 0.902 0.000 0.022 0.0000 -0.0394 -0.00

943 0.874 0.000 -0.049 0.0000 -0.0038 -0.00

944 0.832 -0.000 -0.006 0.0000 0.0093 0.00 945 0.559 0.000 -0.000 0.0000 -0.0114 -0.00

946 -0.152 0.000 -0.057 0.0000 0.0169 -0.00

947 -0.305 0.000 -0.006 0.0000 0.0069 0.00

948 -0.457 -0.000 0.007 0.0000 0.0010 0.00

949 -0.524 -0.000 0.008 0.0000 -0.0000 0.00

950 0.312 -0.000 0.004 0.0000 0.0372 0.00

951 0.091 -0.000 0.000 0.0000 -0.0106 -0.00





6


952 -0.677 -0.002 0.004 0.0000 -0.0008 0.00

953 -0.831 -0.004 0.001 0.0000 -0.0006 0.00

954 0.112 0.000 -0.148 0.0000 0.0409 0.00

955 -0.072 -0.000 -0.300 -0.0000 0.0448 0.00

956 -0.257 -0.001 -0.287 -0.0002 0.0616 0.00

960 0.012 0.000 0.000 0.0000 0.0019 0.00

961 0.003 -0.000 0.000 0.0000 -0.0003 -0.00

962 0.001 0.000 -0.000 0.0000 0.0001 -0.00

963 0.000 -0.000 0.000 0.0000 -0.0000 0.00

964 0.000 0.000 -0.000 0.0000 -0.0000 -0.00

965 -0.000 0.000 -0.000 0.0000 0.0000 0.00

966 -0.000 -0.001 0.000 0.0000 0.0001 0.00

967 -0.000 -0.004 0.001 0.0000 0.0002 0.00 968 0.004 0.000 -0.152 0.0000 0.0013 0.00

969 -0.000 -0.006 0.001 0.0000 0.0002 0.00

970 -0.000 -0.008 0.002 0.0000 0.0003 0.00

971 0.000 0.000 -0.305 -0.0000 0.0005 0.00

972 -0.001 -0.000 -0.457 -0.0001 0.0000 0.00

973 -0.001 -0.000 -0.525 -0.0002 -0.0000 0.00

974 -0.000 -0.002 -0.678 -0.0005 -0.0001 0.00

975 -0.000 -0.004 -0.831 -0.0004 -0.0000 0.00

980 -0.000 -0.000 0.001 -0.0000 -0.0007 -0.00

990 0.000 -0.000 -0.000 -0.0000 -0.0007 0.00

1000 0.000 -0.000 -0.002 -0.0000 -0.0007 0.00

1010 0.000 -0.008 0.000 -0.0000 0.0027 -0.00

1011 0.000 -0.004 0.017 -0.0000 0.0027 -0.00 1012 0.000 -0.001 0.017 -0.0000 -0.0067 -0.00

1013 0.000 0.001 -0.055 -0.0000 -0.0316 -0.00

1014 0.000 0.001 -0.340 -0.0000 -0.0715 0.00

1199 -0.199 -0.006 0.000 -0.0000 -0.0000 -0.00

1200 -0.194 -0.008 0.000 -0.0000 -0.0000 -0.00

1210 -0.175 -0.000 0.000 -0.0000 0.0000 0.00

1220 -0.175 -0.000 0.000 -0.0000 0.0000 -0.00

1230 -0.175 -0.000 0.000 -0.0000 0.0000 -0.00

1240 -0.159 -0.008 -0.000 -0.0000 0.0000 0.00

1241 -0.152 -0.004 -0.000 -0.0000 -0.0000 0.00

1242 -0.145 -0.001 0.000 -0.0000 -0.0001 0.00

1243 -0.138 0.000 0.001 0.0000 -0.0002 0.00

1244 -0.116 0.000 -0.002 0.0000 0.0012 -0.00 1250 -0.094 -0.000 0.013 0.0000 -0.0079 -0.00

1251 -0.038 0.000 -0.137 -0.0000 -0.0159 -0.00

1252 0.062 -0.000 -0.288 -0.0001 -0.0312 -0.00 1253 0.222 -0.001 -0.283 -0.0002 -0.0568 -0.00

1260 -0.035 -0.000 -0.001 0.0000 0.0051 0.00

1261 -0.010 0.000 -0.000 0.0000 -0.0013 -0.00

1262 0.000 0.000 0.000 0.0000 0.0001 0.00

1263 0.012 -0.000 -0.000 0.0000 0.0010 -0.00

1264 0.040 0.000 0.000 0.0000 -0.0041 0.00

1265 -0.013 -0.000 0.150 -0.0000 0.0039 0.00





6


1266 -0.001 0.000 0.301 -0.0000 0.0015 0.00

1267 0.002 0.000 0.452 -0.0000 0.0002 0.00

1268 0.001 0.000 0.707 -0.0000 -0.0002 0.00

1269 0.000 -0.000 0.962 0.0002 -0.0000 0.00

1270 0.142 0.000 0.004 0.0000 0.0159 -0.00

1271 -0.000 -0.002 1.115 0.0005 -0.0000 0.00

1272 -0.000 -0.004 1.268 0.0004 0.0000 0.00

1273 0.061 0.000 -0.267 -0.0000 -0.0107 -0.00

1274 0.181 -0.001 -0.275 -0.0001 -0.0487 -0.00

1280 0.639 -0.000 -0.000 0.0000 -0.0000 0.00

1281 0.963 0.000 0.005 0.0000 -0.0080 -0.00

1282 1.002 -0.000 0.043 0.0000 0.0041 0.00

1283 1.029 -0.000 -0.029 0.0000 0.0384 0.00 1284 1.056 -0.000 -0.321 0.0000 0.0997 0.00

1285 1.083 0.000 -0.894 0.0000 0.1285 0.00

1286 1.145 0.000 -1.125 0.0000 -0.0022 0.00

1290 0.903 0.000 -1.058 0.0000 -0.1311 0.00

1291 0.322 -0.000 -1.030 0.0000 -0.1007 0.00

1292 0.028 -0.000 -1.003 -0.0000 -0.0386 0.00

1293 -0.043 -0.000 -0.976 -0.0000 -0.0043 0.00

1294 -0.009 0.000 -0.936 -0.0000 0.0069 0.00

1295 0.000 -0.000 -0.742 0.0000 -0.0005 0.00

1300 -0.000 0.000 -0.568 -0.0000 -0.0043 0.00

1310 0.003 0.000 -0.219 0.0000 0.0291 0.00

1311 0.000 -0.000 -0.032 -0.0000 -0.0064 0.00

1312 -0.000 -0.008 0.250 0.0007 -0.0000 -0.00 1313 -0.000 -0.000 0.045 0.0000 0.0012 0.00

1314 -0.000 -0.001 0.262 -0.0002 -0.0000 -0.00

1315 0.000 0.000 0.109 -0.0000 -0.0002 0.00

1316 -0.000 -0.000 0.263 -0.0001 -0.0000 -0.00

1317 -0.000 -0.000 0.177 0.0000 0.0000 -0.00

1318 -0.000 -0.000 0.263 0.0001 -0.0000 -0.00

1319 0.000 -0.007 0.277 -0.0005 0.0000 -0.00

1320 -0.003 -0.000 0.353 -0.0000 -0.0063 -0.00

1321 0.000 0.000 0.227 -0.0001 -0.0000 -0.00

1322 -0.000 0.000 0.235 0.0001 0.0000 -0.00

1323 -0.000 -0.001 0.240 0.0004 0.0000 -0.00

1324 -0.000 -0.004 0.245 0.0009 -0.0000 -0.00

1325 -0.000 -0.006 0.248 0.0009 -0.0000 -0.00 1326 0.000 -0.003 0.284 -0.0008 0.0000 -0.00

1327 0.000 -0.001 0.291 -0.0004 -0.0001 -0.00

1328 -0.001 0.000 0.298 -0.0001 -0.0002 -0.00 1329 0.002 0.000 0.325 0.0000 0.0015 -0.00

1330 0.039 0.000 0.419 0.0000 0.0379 -0.00

1331 -0.169 0.000 0.386 0.0000 -0.0057 -0.00

1332 -0.347 -0.000 0.002 0.0000 -0.0197 0.00

1333 -0.742 0.000 0.005 0.0000 0.0076 -0.00

1334 -0.817 0.000 0.033 -0.0000 -0.0042 -0.00

1335 -0.867 0.000 -0.027 -0.0000 -0.0303 0.00





6


1336 -0.918 -0.000 -0.252 -0.0000 -0.0747 0.00

1337 -0.969 -0.000 -0.672 -0.0000 -0.0899 0.00

1338 -1.007 -0.000 -0.798 -0.0000 0.0227 0.00

1339 -0.139 -0.000 -0.083 0.0000 0.0243 0.00

1340 -0.765 -0.000 -0.707 -0.0000 0.1176 0.00

1341 -0.262 0.000 -0.652 -0.0000 0.0857 0.00

1342 -0.003 -0.008 -0.308 0.0007 -0.0002 0.00

1343 -0.001 -0.001 -0.188 -0.0002 0.0004 0.00

1344 -0.000 -0.000 -0.186 -0.0001 0.0004 0.00

1345 0.001 -0.000 -0.184 0.0001 0.0004 0.00

1346 -0.000 -0.007 -0.068 -0.0005 -0.0007 0.00

1347 -0.000 0.000 0.102 -0.0001 0.0060 0.00

1348 -0.003 0.000 0.275 0.0000 -0.0048 0.00 1349 -0.039 -0.000 0.449 -0.0000 0.0055 0.00

1350 0.918 0.000 0.622 -0.0000 -0.0815 0.00

1351 -0.016 0.000 -0.597 -0.0000 0.0320 0.00

1352 0.043 0.000 -0.542 -0.0000 0.0038 0.00

1353 0.026 0.000 -0.471 0.0001 -0.0047 0.00

1354 0.007 -0.001 -0.416 0.0004 -0.0030 0.00

1355 -0.001 -0.004 -0.362 0.0009 -0.0011 0.00

1356 -0.003 -0.006 -0.335 0.0009 -0.0006 0.00

1357 -0.005 -0.003 -0.014 -0.0008 -0.0012 0.00

1358 -0.009 -0.001 0.040 -0.0004 -0.0002 0.00

1359 0.019 -0.000 0.511 -0.0000 0.0298 0.00

1360 0.520 0.000 0.010 -0.0000 0.0411 -0.00

1361 0.248 0.000 0.573 -0.0000 0.0803 0.00 1362 0.721 0.000 0.635 -0.0000 0.1115 0.00

1363 0.953 0.000 0.728 -0.0000 0.0246 0.00

1364 0.861 0.000 0.237 -0.0000 -0.0685 -0.00

1365 0.804 0.000 0.031 -0.0000 -0.0285 0.00

1366 0.747 -0.000 -0.032 -0.0000 -0.0072 0.00

1367 0.633 -0.000 -0.052 -0.0000 -0.0038 0.00

1368 -0.282 -0.000 -0.010 0.0000 0.0098 0.00

1369 -0.424 -0.000 0.010 0.0000 0.0013 0.00

1370 0.089 -0.000 0.000 0.0000 -0.0068 0.00

1371 -0.089 0.000 -0.000 0.0000 0.0017 -0.00

1372 -0.270 -0.005 0.000 0.0000 -0.0002 0.00

1373 -0.299 -0.028 -0.000 0.0000 0.0000 -0.00

1374 -0.318 0.029 -0.000 0.0000 0.0000 -0.02 1375 -0.320 0.641 0.000 0.0000 0.0000 0.08

1376 0.716 -0.554 -0.000 0.0000 0.0000 -0.06

1377 -0.048 0.340 0.000 0.0000 0.0000 0.07 1378 0.084 0.180 -0.000 0.0000 0.0000 0.02

1379 -0.338 0.242 -0.000 0.0000 0.0000 -0.07

1380 -0.454 -0.000 -0.004 -0.0000 0.0538 -0.00

1381 -0.357 0.638 0.000 0.0000 0.0000 -0.08

1382 -0.372 0.719 0.000 0.0000 0.0000 0.00

1383 0.152 0.074 -0.000 0.0000 0.0000 0.03

1384 0.310 -0.112 -0.000 0.0000 0.0000 0.08





6


1385 0.641 -0.472 -0.000 0.0000 0.0000 0.11

1386 0.721 -0.590 -0.000 0.0000 0.0000 0.03

1387 0.702 -0.225 0.000 0.0000 0.0000 -0.06

1388 0.687 -0.035 0.000 0.0000 0.0000 -0.02

1389 0.673 0.021 0.000 0.0000 0.0000 -0.00

1390 -1.023 -0.008 0.001 -0.0000 0.0003 0.00

1391 0.652 0.004 -0.000 0.0000 -0.0000 0.00

1392 0.514 -0.000 0.000 0.0000 0.0000 -0.00

1393 0.330 0.000 -0.000 0.0000 -0.0000 0.00

1394 0.166 -0.000 0.000 0.0000 0.0002 -0.00

1395 0.032 0.000 -0.000 -0.0000 -0.0011 0.00

1396 -0.054 0.000 0.000 -0.0000 0.0044 -0.00

1397 -0.176 -0.000 -0.000 -0.0000 -0.0146 0.00 1398 -0.853 0.000 0.003 -0.0000 -0.0057 -0.00

1399 -0.909 0.000 -0.007 -0.0000 0.0004 0.00

1400 -1.108 -0.000 0.003 -0.0000 0.0000 -0.00

1401 -0.946 -0.001 -0.003 -0.0000 0.0008 0.00

1402 -0.984 -0.004 -0.001 -0.0000 0.0005 0.00

1403 -1.003 -0.006 0.000 -0.0000 0.0004 0.00

1404 -0.639 0.000 0.002 0.0000 -0.0018 -0.00

1405 -2.156 0.000 -0.000 0.0000 0.0002 0.00

1406 -2.380 -0.000 0.000 0.0000 -0.0000 0.00

1407 -2.531 -0.002 0.000 0.0000 -0.0000 0.00

1408 -2.684 -0.004 0.000 0.0000 -0.0000 0.00

1409 0.095 0.000 0.186 0.0000 0.0454 -0.00

1410 -1.110 -0.000 0.003 -0.0000 0.0000 -0.00 1411 0.152 0.000 0.037 0.0000 0.0216 -0.00

1412 0.208 -0.000 -0.012 0.0000 0.0045 -0.00

1413 0.294 -0.000 -0.004 0.0000 -0.0029 -0.00

1414 0.937 -0.000 0.000 0.0000 0.0011 0.00

1415 1.546 -0.000 0.000 0.0000 -0.0017 -0.00

1416 2.310 -0.000 0.000 0.0000 0.0060 -0.00

1417 2.422 -0.000 -0.050 0.0000 0.0094 -0.00

1418 2.498 -0.000 -0.090 0.0000 0.0016 0.00

1419 2.574 0.000 -0.038 0.0000 -0.0422 0.00

1420 -1.111 -0.000 0.003 -0.0000 -0.0000 0.00

1421 2.652 0.000 0.330 0.0000 -0.1440 0.00

1422 2.201 0.000 1.383 0.0000 -0.4806 0.00

1423 0.241 -0.000 -0.141 -0.0000 0.0561 -0.00 1424 0.052 0.000 -0.293 0.0000 0.0283 -0.00

1425 -0.016 0.000 -0.444 0.0000 0.0074 -0.00

1426 -0.015 0.000 -0.698 0.0000 -0.0026 -0.00 1427 -0.001 -0.000 -0.954 -0.0002 -0.0009 -0.00

1428 0.001 -0.002 -1.106 -0.0005 -0.0002 -0.00

1429 0.001 -0.004 -1.259 -0.0004 0.0001 -0.00

1430 -1.200 -0.008 -0.000 -0.0000 -0.0006 -0.00

1431 -1.240 -0.003 0.003 -0.0000 0.0072 -0.00

1432 -1.312 0.000 0.224 -0.0001 0.0594 -0.00

1433 -1.354 0.000 0.551 -0.0001 0.0573 -0.00





6


1434 -1.321 0.000 0.531 -0.0001 -0.0831 0.00

1435 0.153 0.000 0.050 -0.0001 0.0108 -0.00

1436 0.305 0.000 0.012 -0.0001 0.0058 -0.00

1437 -0.165 0.000 0.149 -0.0000 0.0570 -0.00

1438 0.075 -0.000 0.302 0.0000 0.0536 -0.00

1439 0.274 -0.001 0.284 0.0002 0.0639 -0.00

1440 -0.916 0.000 0.369 -0.0000 -0.1588 0.00

1441 -0.285 0.000 0.311 -0.0000 -0.1035 -0.00

1442 -0.002 -0.000 0.253 -0.0000 -0.0351 -0.00

1443 0.056 -0.000 0.195 0.0000 -0.0025 -0.00

1444 0.023 -0.000 0.109 0.0000 0.0057 -0.00

1445 -0.022 0.000 -0.030 -0.0000 0.0063 -0.00

1446 -0.063 0.000 -0.117 0.0000 -0.0004 -0.00 1447 -0.017 0.000 -0.174 0.0000 -0.0326 -0.00

1448 0.260 0.000 -0.232 0.0000 -0.1060 -0.00

1449 0.929 0.000 -0.290 -0.0000 -0.1790 -0.00

1450 1.522 -0.000 -0.582 -0.0000 0.0742 -0.00

1451 1.465 -0.000 -0.521 -0.0000 -0.1266 -0.00

1452 1.481 -0.000 -0.224 -0.0000 0.0643 -0.00

1453 1.441 0.000 -0.028 -0.0000 0.0265 -0.00

1454 1.401 0.000 0.025 -0.0000 0.0038 0.00

1455 1.343 0.000 0.004 -0.0000 -0.0047 0.00

1456 0.946 -0.000 -0.000 -0.0001 0.0011 -0.00

1457 0.459 -0.000 0.000 -0.0001 0.0008 0.00

2145 -0.347 -0.003 -0.154 -0.0002 0.0433 0.00

2154 -0.438 -0.005 -0.059 -0.0002 0.0322 0.00 2155 -0.587 -0.005 0.056 -0.0002 0.0253 -0.00

2165 -0.600 -0.000 0.173 -0.0002 0.0253 -0.00

2209 -5.117 -0.005 0.000 0.0000 0.0000 0.00

2210 -5.193 -0.005 0.000 0.0000 0.0000 -0.00

2220 -5.206 -0.000 0.000 0.0000 0.0000 -0.00

3269 -0.387 -0.005 0.016 0.0005 0.0079 -0.00

3270 -0.463 -0.005 0.032 0.0005 0.0072 -0.00

3280 -0.476 -0.000 0.066 0.0005 0.0072 -0.00

3350 0.154 -0.003 0.352 0.0008 -0.0435 -0.00

3359 0.059 -0.005 0.443 0.0005 -0.0323 -0.00

3360 -0.056 -0.005 0.592 -0.0011 -0.0253 -0.00

3370 -0.173 -0.000 0.605 -0.0012 -0.0253 -0.00

4370 -0.350 -0.003 0.155 0.0001 -0.0435 0.00 4379 -0.441 -0.005 0.059 0.0001 -0.0324 0.00

4380 -0.590 -0.005 -0.056 0.0001 -0.0254 -0.00

4390 -0.603 -0.000 -0.174 0.0001 -0.0254 -0.00 4579 0.000 -0.005 0.907 0.0000 0.0000 -0.00

4580 0.000 -0.005 0.984 -0.0009 0.0000 -0.00

4590 0.000 -0.000 0.997 -0.0010 0.0000 -0.00

5590 -0.347 -0.003 0.153 0.0002 -0.0431 0.00

5599 -0.438 -0.005 0.059 0.0002 -0.0321 0.00

5600 -0.587 -0.005 -0.055 0.0002 -0.0251 -0.00

5610 -0.600 -0.000 -0.172 0.0002 -0.0251 -0.00





6


6900 -0.315 -0.003 -0.144 -0.0001 0.0405 0.00

6909 -0.406 -0.005 -0.055 -0.0001 0.0301 0.00

6910 -0.555 -0.005 0.052 -0.0001 0.0236 -0.00

6920 -0.568 -0.000 0.161 -0.0001 0.0236 -0.00

7910 -0.331 -0.003 -0.121 -0.0003 0.0396 0.00

7919 -0.422 -0.005 -0.036 -0.0003 0.0280 0.00

7920 -0.571 -0.005 0.058 -0.0003 0.0206 -0.00

7930 -0.584 -0.000 0.154 -0.0003 0.0206 -0.00

8929 -0.907 -0.005 -0.000 0.0000 -0.0006 0.00

8930 -0.984 -0.005 -0.001 0.0000 -0.0005 -0.00

8940 -0.997 -0.000 -0.004 0.0000 -0.0005 -0.00

9950 -0.389 -0.003 -0.145 -0.0002 0.0433 0.00

9959 -0.480 -0.005 -0.051 -0.0002 0.0316 0.00 9960 -0.629 -0.005 0.059 -0.0002 0.0242 -0.00

9970 -0.642 -0.000 0.171 -0.0002 0.0242 -0.00

10959 0.000 -0.005 -0.908 -0.0000 -0.0000 0.00

10960 0.000 -0.005 -0.984 0.0009 -0.0000 0.00

10970 0.000 -0.000 -0.997 0.0010 -0.0000 0.00

11250 0.350 -0.003 -0.148 -0.0003 -0.0423 -0.00

11259 0.441 -0.005 -0.055 -0.0003 -0.0313 -0.00

11260 0.590 -0.005 0.055 -0.0003 -0.0244 0.00

11270 0.603 -0.000 0.168 -0.0003 -0.0244 0.00

12259 -0.000 -0.005 1.344 0.0000 0.0000 0.00

12260 -0.000 -0.005 1.421 -0.0009 0.0000 0.00

12270 0.000 -0.000 1.434 -0.0010 0.0000 0.00

13270 0.303 -0.003 -0.152 -0.0002 -0.0406 -0.0013279 0.394 -0.005 -0.062 -0.0002 -0.0308 -0.00

13280 0.543 -0.005 0.049 -0.0002 -0.0246 0.00

13290 0.556 -0.000 0.163 -0.0002 -0.0246 0.00

14309 -2.760 -0.005 -0.000 0.0000 -0.0000 0.00

14310 -2.837 -0.005 -0.000 0.0000 -0.0000 -0.00

14320 -2.850 -0.000 -0.000 0.0000 -0.0000 -0.00

15320 0.985 -0.000 2.026 0.0000 -0.2541 0.00

15321 0.172 -0.000 2.167 0.0000 -0.1159 0.00

15322 -0.084 -0.000 2.310 0.0000 -0.0239 0.00

15323 -0.087 -0.000 2.453 -0.0000 0.0070 0.00

15324 -0.021 0.000 2.670 -0.0000 0.0077 0.00

15325 -0.000 -0.005 3.628 -0.0009 -0.0001 0.00

15326 0.004 0.000 2.950 0.0000 0.0003 0.0015327 0.002 -0.000 3.173 0.0002 -0.0004 0.00

15328 0.000 -0.002 3.323 0.0005 -0.0002 0.00

15329 -0.000 -0.004 3.475 0.0004 -0.0001 0.0015330 -0.001 -0.000 3.641 -0.0010 -0.0001 0.00

15331 -0.000 -0.005 3.551 0.0000 -0.0001 0.00

16359 0.001 -0.005 -1.336 -0.0000 0.0001 -0.00

16360 0.000 -0.005 -1.413 0.0009 0.0001 -0.00

16370 0.000 -0.000 -1.426 0.0010 0.0001 -0.00

17370 0.461 -0.001 -0.002 -0.0001 0.0015 -0.00

17371 0.575 -0.002 -0.004 -0.0001 0.0001 -0.00





6


17372 0.688 -0.004 -0.003 -0.0001 -0.0004 -0.00

17379 0.765 -0.005 -0.002 -0.0001 -0.0004 -0.00

17380 0.842 -0.005 -0.001 -0.0001 -0.0005 0.00

17390 0.855 -0.000 0.001 -0.0001 -0.0005 0.00

18380 0.408 -0.003 0.140 0.0002 0.0432 -0.00

18389 0.499 -0.005 0.047 0.0002 0.0311 -0.00

18390 0.648 -0.005 -0.060 0.0002 0.0235 0.00

18400 0.661 -0.000 -0.170 0.0002 0.0235 0.00




DISPLACEMENTS REPORT: Nodal MovementsCASE 4 (EXP) L4=L2-L3

6


10 -0.093 0.000 -0.000 -0.0000 -0.0000 -0.00

11 -0.091 -0.000 0.000 -0.0000 -0.0000 -0.00

12 -0.089 -0.000 0.000 -0.0000 -0.0000 -0.00

13 -0.087 -0.000 0.000 -0.0000 -0.0000 -0.00

14 -0.084 0.000 -0.000 -0.0000 0.0000 0.00

15 -0.055 -0.000 -0.000 -0.0000 -0.0000 -0.00

16 -0.053 -0.000 0.000 -0.0000 -0.0000 0.00

17 -0.052 0.000 0.000 -0.0000 -0.0000 0.00

18 -0.050 0.000 0.000 -0.0000 0.0000 0.00

19 -0.050 0.000 0.000 -0.0000 0.0000 0.00

20 -0.049 0.000 -0.000 -0.0000 0.0000 0.00 30 -0.046 0.000 -0.000 -0.0000 0.0000 -0.00

40 -0.045 -0.000 -0.000 -0.0000 0.0000 -0.00

50 -0.044 -0.000 -0.000 -0.0000 0.0000 -0.00

60 -0.041 -0.000 -0.000 -0.0000 -0.0000 0.00

61 -0.039 0.000 0.000 -0.0000 -0.0000 0.00

62 -0.038 0.000 0.000 -0.0000 -0.0000 0.00

63 -0.037 0.000 0.000 -0.0000 -0.0000 0.00

64 -0.035 -0.000 -0.000 -0.0000 0.0000 -0.00

65 -0.020 0.000 0.000 -0.0000 -0.0000 0.00

66 -0.007 -0.000 -0.000 -0.0000 0.0001 -0.00

67 -0.005 -0.000 -0.001 -0.0000 0.0000 -0.00

68 -0.004 -0.000 -0.000 -0.0000 -0.0005 0.00

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6


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6


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6


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6


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6


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6


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6


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644 -0.001 -0.000 0.000 0.0000 0.0000 0.00

645 -0.000 0.000 -0.000 0.0000 -0.0000 -0.00

799 0.000 -0.000 0.001 0.0000 0.0000 0.00

800 0.000 -0.000 0.002 0.0000 0.0000 0.00

810 0.000 -0.000 0.002 -0.0000 -0.0000 0.00

820 0.000 0.000 0.003 -0.0000 -0.0000 0.00

825 0.000 0.000 0.004 -0.0000 -0.0000 0.00 830 0.000 0.000 0.004 0.0000 -0.0000 0.00

831 -0.000 -0.000 0.005 0.0000 -0.0000 0.00

832 -0.000 -0.000 0.005 0.0000 0.0000 0.00

833 -0.000 -0.000 0.005 0.0000 0.0000 0.00

835 -0.000 0.007 0.007 0.0014 -0.0000 0.00

836 0.000 -0.008 -0.007 -0.0010 -0.0000 0.00

837 -0.000 0.003 0.003 0.0011 -0.0000 0.00

838 0.000 0.000 0.005 -0.0000 0.0000 0.00

839 0.000 -0.000 0.007 0.0001 -0.0000 0.00

840 -0.001 0.000 -0.000 0.0000 -0.0000 0.00

841 -0.000 -0.000 0.007 -0.0001 0.0000 0.00

842 -0.000 0.000 0.007 -0.0004 0.0000 0.00

843 0.000 0.003 0.008 -0.0009 0.0000 0.00 844 -0.000 0.008 0.008 -0.0010 -0.0000 0.00

845 -0.000 0.009 0.008 0.0003 -0.0000 0.00

846 -0.000 0.000 0.001 0.0005 -0.0000 0.00 847 -0.000 -0.001 -0.000 0.0005 -0.0000 0.00

848 0.000 -0.004 -0.002 0.0010 -0.0000 0.00

849 0.000 -0.008 -0.006 0.0013 -0.0000 0.00

850 0.000 -0.009 -0.007 0.0002 -0.0000 0.00

851 -0.000 -0.003 -0.006 -0.0009 -0.0000 0.00

852 -0.000 -0.000 -0.006 -0.0004 -0.0000 0.00

853 -0.000 0.000 -0.006 -0.0001 -0.0000 0.00





6


854 0.000 0.000 -0.006 0.0001 0.0000 0.00

855 -0.000 -0.000 -0.003 -0.0000 -0.0000 0.00

856 0.000 -0.000 0.000 -0.0000 0.0000 0.00

857 -0.000 0.000 0.001 0.0000 -0.0000 0.00

900 0.000 -0.000 0.000 0.0000 -0.0000 0.00

901 0.000 0.000 -0.000 0.0000 0.0000 -0.00

902 0.000 -0.000 0.000 0.0000 -0.0000 0.00

903 0.001 0.000 -0.000 0.0000 0.0000 -0.00

904 0.002 -0.000 0.000 0.0000 -0.0001 0.00

905 -0.001 0.000 -0.004 -0.0000 0.0004 0.00

906 -0.003 0.000 -0.004 -0.0000 0.0008 0.00

910 0.005 -0.000 0.000 0.0000 0.0004 0.00

911 0.007 0.000 -0.000 0.0000 -0.0001 -0.00 912 0.009 -0.000 0.001 0.0000 0.0001 -0.00

913 0.009 -0.000 -0.000 0.0000 0.0005 0.00

914 0.010 0.000 -0.004 0.0000 0.0014 0.00

915 0.010 0.000 -0.013 0.0000 0.0020 0.00

916 0.012 0.000 -0.017 0.0000 0.0005 0.00

917 0.000 0.000 -0.004 -0.0000 0.0008 0.00

918 -0.003 0.000 -0.004 -0.0000 0.0010 0.00

920 0.011 -0.000 -0.017 0.0000 -0.0014 0.00

921 0.004 -0.000 -0.016 0.0000 -0.0012 0.00

922 0.001 -0.000 -0.016 -0.0000 -0.0005 0.00

923 -0.000 -0.000 -0.015 -0.0000 -0.0001 0.00

924 -0.000 0.000 -0.015 -0.0000 0.0001 0.00

925 0.000 0.000 -0.011 0.0000 -0.0000 0.00 926 -0.000 -0.000 -0.006 -0.0000 -0.0001 0.00

930 0.000 0.000 -0.002 0.0000 0.0003 0.00

931 0.000 -0.000 0.003 -0.0000 -0.0000 0.00

932 -0.000 0.000 0.007 0.0000 -0.0000 0.00

933 0.000 0.000 0.011 -0.0000 0.0000 0.00

934 -0.000 0.000 0.014 0.0000 -0.0001 0.00

935 -0.001 -0.000 0.015 0.0000 0.0001 0.00

936 0.000 -0.000 0.015 0.0000 0.0005 0.00

937 0.004 -0.000 0.015 -0.0000 0.0013 0.00

938 0.012 0.000 0.016 -0.0000 0.0017 0.00

939 0.014 0.000 0.017 -0.0000 -0.0003 0.00

940 0.013 0.000 0.013 -0.0000 -0.0020 0.00

941 0.012 -0.000 0.005 -0.0000 -0.0015 0.00 942 0.012 -0.000 0.000 -0.0000 -0.0005 -0.00

943 0.012 -0.000 -0.001 -0.0000 -0.0001 -0.00

944 0.011 0.000 -0.000 -0.0000 0.0001 -0.00 945 0.007 -0.000 -0.000 -0.0000 -0.0002 0.00

946 -0.002 -0.000 -0.001 0.0000 0.0002 0.00

947 -0.004 -0.000 -0.000 0.0000 0.0001 -0.00

948 -0.006 -0.000 0.000 0.0000 0.0000 -0.00

949 -0.007 -0.000 0.000 0.0000 -0.0000 -0.00

950 0.004 0.000 0.000 -0.0000 0.0005 -0.00

951 0.001 0.000 0.000 -0.0000 -0.0001 -0.00





6


952 -0.009 0.000 0.000 0.0000 -0.0000 -0.00

953 -0.011 0.000 0.000 0.0000 -0.0000 0.00

954 0.002 -0.000 -0.002 -0.0000 0.0006 -0.00

955 -0.001 -0.000 -0.004 0.0000 0.0006 -0.00

956 -0.004 -0.000 -0.004 0.0000 0.0009 -0.00

960 0.000 0.000 0.000 -0.0000 0.0000 -0.00

961 0.000 0.000 0.000 -0.0000 -0.0000 0.00

962 0.000 -0.000 -0.000 -0.0000 0.0000 -0.00

963 0.001 -0.000 0.000 -0.0000 -0.0000 0.00

964 0.001 0.000 -0.000 -0.0000 -0.0000 -0.00

965 0.001 0.000 -0.000 -0.0000 0.0000 0.00

966 0.001 -0.000 0.000 -0.0000 0.0000 0.00

967 0.001 -0.000 0.000 -0.0000 0.0000 0.00 968 0.000 -0.000 -0.002 -0.0000 0.0000 -0.00

969 0.001 -0.000 0.000 -0.0000 0.0000 0.00

970 0.001 -0.000 0.000 -0.0000 0.0000 0.00

971 0.000 -0.000 -0.004 0.0000 0.0000 -0.00

972 -0.000 -0.000 -0.006 0.0000 0.0000 -0.00

973 -0.000 -0.000 -0.007 0.0000 -0.0000 -0.00

974 -0.000 0.000 -0.009 0.0000 -0.0000 -0.00

975 -0.000 0.000 -0.011 -0.0000 -0.0000 -0.00

980 0.001 -0.000 0.000 -0.0000 -0.0000 -0.00

990 0.000 0.000 -0.000 -0.0000 -0.0000 -0.00

1000 -0.001 0.000 -0.000 -0.0000 -0.0000 -0.00

1010 -0.001 0.000 0.000 -0.0000 0.0000 -0.00

1011 -0.001 0.000 0.000 -0.0000 0.0000 -0.00 1012 -0.000 0.000 0.000 -0.0000 -0.0001 0.00

1013 -0.000 -0.000 -0.001 -0.0000 -0.0004 0.00

1014 -0.000 -0.000 -0.005 -0.0000 -0.0010 0.00

1199 -0.004 -0.000 0.000 0.0000 -0.0000 0.00

1200 -0.004 0.000 0.000 0.0000 -0.0000 0.00

1210 -0.004 0.000 0.000 0.0000 0.0000 -0.00

1220 -0.003 0.000 0.000 0.0000 0.0000 -0.00

1230 -0.002 -0.000 0.000 0.0000 0.0000 -0.00

1240 -0.002 -0.000 -0.000 0.0000 0.0000 0.00

1241 -0.002 -0.000 -0.000 0.0000 -0.0000 0.00

1242 -0.002 -0.000 0.000 0.0000 -0.0000 0.00

1243 -0.002 0.000 0.000 0.0000 -0.0000 0.00

1244 -0.001 0.000 -0.000 0.0000 0.0000 -0.00 1250 -0.001 -0.000 0.000 0.0000 -0.0001 0.00

1251 -0.000 0.000 -0.002 0.0000 -0.0002 0.00

1252 0.001 0.000 -0.004 -0.0000 -0.0004 0.00 1253 0.003 0.000 -0.004 -0.0000 -0.0009 0.00

1260 -0.000 0.000 -0.000 0.0000 0.0001 -0.00

1261 -0.000 -0.000 -0.000 0.0000 -0.0000 0.00

1262 0.000 0.000 0.000 0.0000 0.0000 -0.00

1263 0.000 -0.000 -0.000 0.0000 0.0000 0.00

1264 0.001 0.000 0.000 0.0000 -0.0001 -0.00

1265 -0.000 -0.000 0.002 0.0000 0.0000 -0.00





6


1266 -0.000 -0.000 0.004 -0.0000 0.0000 -0.00

1267 0.000 -0.000 0.006 -0.0000 0.0000 -0.00

1268 0.000 0.000 0.010 -0.0000 -0.0000 -0.00

1269 0.000 0.000 0.013 0.0000 -0.0000 -0.00

1270 0.002 -0.000 0.000 0.0000 0.0002 0.00

1271 -0.000 0.000 0.015 0.0000 -0.0000 -0.00

1272 -0.000 -0.000 0.017 0.0000 0.0000 -0.00

1273 0.001 0.000 -0.004 -0.0000 -0.0002 0.00

1274 0.003 0.000 -0.004 -0.0000 -0.0008 0.00

1280 0.008 0.000 -0.000 0.0000 0.0000 -0.00

1281 0.013 -0.000 0.000 0.0000 -0.0001 -0.00

1282 0.013 -0.000 0.001 0.0000 0.0001 -0.00

1283 0.014 -0.000 -0.000 0.0000 0.0005 0.00 1284 0.014 0.000 -0.004 0.0000 0.0014 0.00

1285 0.014 0.000 -0.012 0.0000 0.0018 0.00

1286 0.016 0.000 -0.015 0.0000 -0.0000 0.00

1290 0.013 -0.000 -0.014 0.0000 -0.0018 0.00

1291 0.004 -0.000 -0.014 -0.0000 -0.0014 0.00

1292 0.000 -0.000 -0.013 -0.0000 -0.0005 0.00

1293 -0.001 -0.000 -0.013 -0.0000 -0.0001 0.00

1294 -0.000 0.000 -0.012 -0.0000 0.0001 0.00

1295 0.000 0.000 -0.010 0.0000 -0.0000 0.00

1300 -0.000 -0.000 -0.008 -0.0000 -0.0001 -0.00

1310 0.000 -0.000 -0.003 0.0000 0.0004 -0.00

1311 0.000 0.000 -0.000 -0.0000 -0.0001 -0.00

1312 -0.000 -0.000 0.002 0.0000 -0.0000 -0.00 1313 -0.000 -0.000 0.000 0.0000 0.0000 -0.00

1314 -0.000 -0.000 0.002 -0.0000 -0.0000 -0.00

1315 0.000 0.000 0.001 -0.0000 -0.0000 -0.00

1316 -0.000 0.000 0.004 -0.0000 -0.0000 -0.00

1317 -0.000 -0.000 0.002 0.0000 0.0000 -0.00

1318 -0.000 0.000 0.005 -0.0000 -0.0000 -0.00

1319 0.000 0.000 0.005 -0.0000 0.0000 -0.00

1320 -0.000 -0.000 0.005 0.0000 -0.0001 -0.00

1321 0.000 0.000 0.002 -0.0000 -0.0000 -0.00

1322 -0.000 0.000 0.002 0.0000 0.0000 -0.00

1323 -0.000 -0.000 0.002 0.0000 0.0000 -0.00

1324 -0.000 -0.000 0.002 0.0000 -0.0000 -0.00

1325 -0.000 -0.000 0.002 0.0000 -0.0000 -0.00 1326 0.000 0.000 0.005 0.0000 0.0000 -0.00

1327 0.000 0.000 0.005 0.0000 -0.0000 -0.00

1328 -0.000 -0.000 0.005 0.0000 -0.0000 -0.00 1329 0.000 0.000 0.005 -0.0000 0.0000 -0.00

1330 0.001 0.000 0.006 -0.0000 0.0005 -0.00

1331 -0.002 -0.000 0.006 0.0000 -0.0001 -0.00

1332 -0.004 -0.000 0.000 -0.0000 -0.0003 0.00

1333 -0.009 -0.000 0.000 -0.0000 0.0001 -0.00

1334 -0.010 0.000 0.001 -0.0000 -0.0001 -0.00

1335 -0.011 0.000 -0.000 -0.0000 -0.0004 -0.00





6


1336 -0.012 0.000 -0.004 -0.0000 -0.0011 -0.00

1337 -0.012 0.000 -0.010 -0.0000 -0.0014 0.00

1338 -0.014 -0.000 -0.012 -0.0000 0.0002 0.00

1339 -0.002 0.000 -0.001 0.0000 0.0003 -0.00

1340 -0.011 -0.000 -0.010 -0.0000 0.0016 0.00

1341 -0.004 -0.000 -0.010 -0.0000 0.0012 0.00

1342 -0.000 -0.000 -0.005 0.0000 -0.0000 0.00

1343 -0.000 -0.000 -0.004 -0.0000 0.0000 0.00

1344 0.000 0.000 -0.003 -0.0000 0.0000 0.00

1345 0.000 0.000 -0.002 -0.0000 0.0000 0.00

1346 -0.000 0.000 -0.000 0.0000 -0.0000 0.00

1347 0.000 -0.000 0.002 0.0000 0.0001 0.00

1348 -0.000 0.000 0.004 -0.0000 -0.0001 0.00 1349 -0.001 -0.000 0.006 0.0000 0.0001 0.00

1350 0.012 0.000 0.009 -0.0000 -0.0012 -0.00

1351 -0.000 0.000 -0.009 -0.0000 0.0005 0.00

1352 0.001 0.000 -0.008 0.0000 0.0001 0.00

1353 0.000 0.000 -0.007 0.0000 -0.0001 0.00

1354 0.000 0.000 -0.007 0.0000 -0.0000 0.00

1355 -0.000 -0.000 -0.006 0.0000 -0.0000 0.00

1356 -0.000 -0.000 -0.006 0.0000 -0.0000 0.00

1357 -0.000 -0.000 0.000 0.0000 -0.0000 0.00

1358 -0.000 -0.000 0.001 0.0000 -0.0000 0.00

1359 0.000 -0.000 0.007 0.0000 0.0004 0.00

1360 0.007 0.000 0.000 -0.0000 0.0005 -0.00

1361 0.004 -0.000 0.008 0.0000 0.0011 0.00 1362 0.010 -0.000 0.009 -0.0000 0.0016 0.00

1363 0.013 0.000 0.010 -0.0000 0.0003 -0.00

1364 0.011 0.000 0.003 -0.0000 -0.0010 -0.00

1365 0.011 0.000 0.000 -0.0000 -0.0004 0.00

1366 0.010 -0.000 -0.000 -0.0000 -0.0001 0.00

1367 0.008 -0.000 -0.001 -0.0000 -0.0000 0.00

1368 -0.004 0.000 -0.000 0.0000 0.0001 0.00

1369 -0.006 0.000 0.000 0.0000 0.0000 0.00

1370 0.001 -0.000 0.000 0.0000 -0.0001 0.00

1371 -0.001 0.000 -0.000 0.0000 0.0000 -0.00

1372 -0.004 -0.000 0.000 0.0000 -0.0000 0.00

1373 -0.004 -0.000 -0.000 0.0000 0.0000 -0.00

1374 -0.004 0.000 -0.000 0.0000 0.0000 -0.00 1375 -0.004 0.009 0.000 0.0000 0.0000 0.00

1376 0.010 -0.008 -0.000 0.0000 0.0000 -0.00

1377 -0.001 0.005 0.000 0.0000 0.0000 0.00 1378 0.001 0.002 -0.000 0.0000 0.0000 0.00

1379 -0.005 0.003 -0.000 0.0000 0.0000 -0.00

1380 -0.006 -0.000 -0.000 -0.0000 0.0007 -0.00

1381 -0.005 0.009 0.000 0.0000 0.0000 -0.00

1382 -0.005 0.010 0.000 0.0000 0.0000 0.00

1383 0.002 0.001 -0.000 0.0000 0.0000 0.00

1384 0.004 -0.002 -0.000 0.0000 0.0000 0.00





6


1385 0.009 -0.007 -0.000 0.0000 0.0000 0.00

1386 0.010 -0.008 -0.000 0.0000 0.0000 0.00

1387 0.010 -0.003 0.000 0.0000 0.0000 -0.00

1388 0.009 -0.000 0.000 0.0000 0.0000 -0.00

1389 0.009 0.000 0.000 0.0000 0.0000 -0.00

1390 -0.013 -0.000 0.000 -0.0000 0.0000 0.00

1391 0.009 0.000 -0.000 0.0000 -0.0000 0.00

1392 0.007 -0.000 0.000 0.0000 0.0000 -0.00

1393 0.005 0.000 -0.000 0.0000 -0.0000 0.00

1394 0.002 -0.000 0.000 0.0000 0.0000 -0.00

1395 0.000 0.000 -0.000 0.0000 -0.0000 0.00

1396 -0.001 -0.000 0.000 0.0000 0.0001 -0.00

1397 -0.002 0.000 -0.000 0.0000 -0.0002 0.00 1398 -0.011 0.000 0.000 -0.0000 -0.0001 0.00

1399 -0.012 -0.000 -0.000 -0.0000 0.0000 -0.00

1400 -0.014 -0.000 0.000 -0.0000 -0.0000 -0.00

1401 -0.012 -0.000 -0.000 -0.0000 0.0000 -0.00

1402 -0.013 -0.000 -0.000 -0.0000 0.0000 0.00

1403 -0.013 -0.000 0.000 -0.0000 0.0000 0.00

1404 -0.009 -0.000 0.000 0.0000 -0.0000 0.00

1405 -0.030 -0.000 -0.000 0.0000 0.0000 -0.00

1406 -0.033 0.000 0.000 0.0000 -0.0000 0.00

1407 -0.035 0.000 0.000 0.0000 -0.0000 0.00

1408 -0.037 0.000 0.000 0.0000 -0.0000 0.00

1409 0.001 0.000 0.003 -0.0000 0.0006 -0.00

1410 -0.015 0.000 0.000 -0.0000 -0.0000 -0.00 1411 0.002 0.000 0.001 -0.0000 0.0003 -0.00

1412 0.003 -0.000 -0.000 -0.0000 0.0001 -0.00

1413 0.004 -0.000 -0.000 -0.0000 -0.0000 0.00

1414 0.013 0.000 0.000 -0.0000 0.0000 -0.00

1415 0.021 -0.000 0.000 -0.0000 -0.0000 -0.00

1416 0.032 0.000 0.000 -0.0000 0.0001 0.00

1417 0.033 0.000 -0.001 -0.0000 0.0001 0.00

1418 0.034 0.000 -0.001 -0.0000 0.0000 -0.00

1419 0.035 -0.000 -0.001 -0.0000 -0.0006 -0.00

1420 -0.016 0.000 0.000 -0.0000 -0.0000 -0.00

1421 0.037 -0.000 0.005 -0.0000 -0.0020 -0.00

1422 0.030 -0.000 0.019 -0.0000 -0.0066 -0.00

1423 0.003 0.000 -0.002 -0.0000 0.0007 -0.00 1424 0.001 0.000 -0.004 -0.0000 0.0004 -0.00

1425 -0.000 -0.000 -0.006 -0.0000 0.0001 -0.00

1426 -0.000 -0.000 -0.010 0.0000 -0.0000 -0.00 1427 -0.000 -0.000 -0.013 0.0000 -0.0000 -0.00

1428 0.000 0.000 -0.015 0.0000 -0.0000 -0.00

1429 0.000 0.000 -0.017 -0.0000 0.0000 -0.00

1430 -0.017 -0.000 -0.000 -0.0000 -0.0000 0.00

1431 -0.018 -0.000 0.000 -0.0000 0.0001 0.00

1432 -0.019 -0.000 0.003 -0.0000 0.0008 -0.00

1433 -0.019 -0.000 0.008 -0.0000 0.0008 -0.00





6


1434 -0.019 0.000 0.007 -0.0000 -0.0013 -0.00

1435 0.002 0.000 0.001 0.0000 0.0002 0.00

1436 0.004 0.000 0.000 0.0000 0.0001 -0.00

1437 -0.002 0.000 0.002 -0.0000 0.0007 -0.00

1438 0.001 0.000 0.004 0.0000 0.0007 -0.00

1439 0.004 0.000 0.004 -0.0000 0.0010 -0.00

1440 -0.013 0.000 0.004 -0.0000 -0.0023 -0.00

1441 -0.004 0.000 0.003 -0.0000 -0.0015 -0.00

1442 0.000 -0.000 0.002 -0.0000 -0.0005 -0.00

1443 0.001 -0.000 0.002 0.0000 -0.0000 -0.00

1444 0.000 -0.000 0.001 -0.0000 0.0001 -0.00

1445 -0.000 -0.000 -0.001 0.0000 0.0001 -0.00

1446 -0.001 0.000 -0.002 0.0000 -0.0000 -0.00 1447 -0.000 0.000 -0.003 0.0000 -0.0005 -0.00

1448 0.004 0.000 -0.004 0.0000 -0.0015 -0.00

1449 0.013 0.000 -0.005 -0.0000 -0.0024 -0.00

1450 0.021 -0.000 -0.008 -0.0000 0.0011 -0.00

1451 0.020 -0.000 -0.008 -0.0000 -0.0016 -0.00

1452 0.020 -0.000 -0.003 -0.0000 0.0009 -0.00

1453 0.019 0.000 -0.000 -0.0000 0.0004 -0.00

1454 0.019 0.000 0.000 -0.0000 0.0001 0.00

1455 0.018 0.000 0.000 -0.0000 -0.0001 0.00

1456 0.013 -0.000 -0.000 -0.0000 0.0000 -0.00

1457 0.006 -0.000 0.000 -0.0000 0.0000 0.00

2145 -0.006 0.000 -0.002 0.0000 0.0007 -0.00

2154 -0.007 0.000 -0.001 0.0000 0.0005 -0.00 2155 -0.009 0.000 0.001 0.0000 0.0004 0.00

2165 -0.011 0.000 0.003 0.0000 0.0004 0.00

2209 -0.070 -0.000 0.000 -0.0000 0.0000 -0.00

2210 -0.071 -0.000 0.000 -0.0000 0.0000 -0.00

2220 -0.074 0.000 0.000 -0.0000 0.0000 -0.00

3269 -0.005 -0.000 0.000 0.0000 0.0001 -0.00

3270 -0.006 -0.000 0.000 0.0000 0.0001 -0.00

3280 -0.009 -0.000 0.001 0.0000 0.0001 -0.00

3350 0.002 -0.000 0.006 0.0000 -0.0007 -0.00

3359 0.001 -0.000 0.007 0.0000 -0.0005 -0.00

3360 -0.001 -0.000 0.009 -0.0000 -0.0004 -0.00

3370 -0.003 -0.000 0.011 -0.0000 -0.0004 -0.00

4370 -0.006 0.000 0.002 -0.0000 -0.0007 -0.00 4379 -0.007 0.000 0.001 -0.0000 -0.0005 -0.00

4380 -0.009 0.000 -0.001 -0.0000 -0.0004 0.00

4390 -0.011 0.000 -0.003 -0.0000 -0.0004 0.00 4579 0.000 0.000 0.012 0.0000 0.0000 0.00

4580 0.000 0.000 0.014 0.0000 0.0000 0.00

4590 0.000 0.000 0.016 0.0000 0.0000 0.00

5590 0 006 0 000 0 002 0 0000 0 0007 0 00

stress analysis report fire water line gre

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