t3000cs2264050_0 calculation riser supports

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Calc no T3000CS2264050 File Elec file location

O:\E&C\Projects\Angel\Working Data\10.0 Engineering\10_ST-Structural\Calculations\Riser and J-Tube Supports\T3000CS2264050_0_Calculation Riser Supports.doc

Project title Angel Project Detailed Design Proj no 350/E6001 Client Woodside Energy Limited Phase/CTR 3PT42G09

Calculation title Calculation Topside Riser J-Tube and Caisson Supports of 98

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Calculation Sheet

Calc no T3000CS2264050 File Elec file location Project title Angel Project Detailed Design Proj No 350/E6001 Client Woodside Energy Limited Phase/CTR 3PT42G09


TABLE OF CONTENTS

1 INTRODUCTION.................................................................................................................. 4

2 MODEL GEOMETRY........................................................................................................... 6 2.1 SACS Structural Coordinate System ....................................................................................... 6 2.2 Supports .................................................................................................................................. 6 2.3 Member Group Plots................................................................................................................ 8 2.4 Member Group Descriptions .................................................................................................. 11 2.5 Member Code Check Parameters.......................................................................................... 13

2.5.1 LY Plots .............................................................................................................................. 13 2.5.2 LZ Plots .............................................................................................................................. 15

3 LOADING........................................................................................................................... 17 3.1 Basic Load Cases for Grid A Model ....................................................................................... 17

3.1.1 Load Case 1: SACS Generated Structural Dead Loading. ................................................ 17 3.1.2 Load Cases 2-14: Support Stub Loading .......................................................................... 17

3.2 Basic Load Cases for Grid E Model ....................................................................................... 29 3.2.1 Load Case 1: SACS Generated Structural Dead Loading. ................................................ 29 3.2.2 Load Cases 2X to 2Z: Support Stub Loading .................................................................... 29

3.3 Combined Load Cases .......................................................................................................... 31 3.3.1 Combined Load cases for Grid A ....................................................................................... 31 3.3.2 Combined Load cases for Grid E ....................................................................................... 33

4 RESULTS........................................................................................................................... 34 4.1 Member Unity Check Plots .................................................................................................... 34 4.2 Member Justification.............................................................................................................. 36 4.3 Punching Shear Results ........................................................................................................ 38

4.3.1 Punching Shear Results for Grid A .................................................................................... 38 4.3.2 Punching Shear Results for Grid E .................................................................................... 39

APPENDIX A – SACS MODEL FILES LISTING ...................................................................... 40

APPENDIX B – PRODUCED WATER PIPE ANCHOR CLAMP DESIGN ............................... 61

APPENDIX C – RISER AND J-TUBE LOADING FROM SUBSEA DESIGN CONTRACTOR. 67

APPENDIX D – STRESS ISOMETRIC FOR SYSTEM 204...................................................... 97

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1 INTRODUCTION

This document covers the calculations performed to design the riser, j-tube and caisson supports for the Angel platform above elevation +16500. The supports consisted of deadweight clamps, lateral guide type clamps and welded stub type supports. Where possible the clamp designs already produced by the subsea design contractor were utilised. In the cases where clamps had already been designed, the scope of this calculation consisted of sizing the connecting tubular stubs and checking that the stresses and punching shear of the supporting primary members was not exceeded.

The inplace model used to design the primary steel as described in Reference 4 was retained and modified to design supports. The majority of the model geometry and all loading were deleted with only the trusses at grids A and E remaining. Pinned supports were added at the location of the deleted supporting trusses in order to more accurately represent the stiffness of the system. Fixed supports were added at the location of the connection to the substructure

The supports were designed to withstand the loading imposed during the extreme storm and hydrotest conditions where applicable. The loading applied was supplied by the subsea design contractor (References 7, 8, 9, 10 and 11)

Figure 1: Isometric View of SACS Model of Grid A

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Figure 2: Isometric View of SACS Model of Grid E

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2 MODEL GEOMETRY

2.1 SACS Structural Coordinate System The datum used by the project for reference in documentation and on drawings was Easting 250.000, Northing 100.000 and Elevation 0.000. This represented a point located at the intersection of grids 1 and E with an elevation at LAT.

The SACS model was based on that datum.

The SACS X, Y, Z axis system pointed east, north and vertically up respectively.

2.2 Supports Support previously offered by the SACS Inplace model i.e. the primary trusses and jacket legs were replaced by pinned or fixed supports. Refer to following plots.

010000 010000

010000 010000 010000 010000 010000

111111 111111

X

Z

010000010000 010000

Figure 3: Elevation on Grid A Showing Restrained Nodes

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Figure 4: Elevation on Grid E Showing Restrained Nodes

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2.3 Member Group Plots The following plots illustrate the group labels assigned to the members in the models. These plots are followed by a table of the group labels matching them to section properties and steel grades. All members in the cellar deck and above were excluded from code checking.

It should be noted that the horizontal tubular member at El(+)18500 that supported the majority of the stubs was shown on the primary steel drawings as Ø762 x 20WT (member group V52). Where the deadweight supports for the risers were connected Ø822 x 30mm thick sleeves (member group SLV). were provided for punching shear. These were modelled in SACS as Ø822 x 30mm thick tubulars ignoring any contribution from the Ø762 tubulars underneath.

Common properties used for all groups were:

E = 2.05 x 105MPa

G = 0.8 x 105MPa

Density = 7850kg/m³

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1 2 3

G20 G20 MA2 G20MA2 G20

G43 G43G43 CA2 G43CA2 G43

P03 P03 P03

MA0 P20 P20 P24 P24 MA4

P43 P43

T24 T24 T12 T12 T24 T30 T12 T16 T12 T12 T12

T42

T42

T53T5

8

T58

T60

T60

V51 V51 V51 V51 V51 V51V51 V51

V78

V78

V78

V78

W40

W40

W46

W46

W46

W46

W48

W48

W48

W48

W5

0W

50

W50

W5

0

W62

W62

W64

W64

T43

T16

V51 SLVV51SLV V51 SLVX

YZ

T24

V51

Figure 5: Grid A Model – Member Groups

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LG

1 LG1

T12

T4

3

T5

3

T4

3

T5

0

T4

4

T58 T5

8

T58

T58

V78

V78

W4

6W

46

W4

6W

46

W4

8W

48

W48

W48

W5

0

W5

0

W64

W64

W40

W40

W48

T12

W48 T12

W62

T12

Figure 6: Grid E Model – Member Groups

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2.4 Member Group Descriptions

The following tables describe the member groups used in the model

Plate Girders:

Group Section Grade Fy

(MPa)

Segment Length

(m) G20 PG20 IIa 414 G43 PG43 IIa 414 CA2 CA2 IIa 414 CE2 CE2 IIa 414 MA0 MA0 II 345 MA2 MA2 IIa 414 MA4 MA4 II 345 ME0 MA0 II 345 ME2 MA2 IIa 414 ME4 MA4 II 345 P03 PG03 II 345 P20 PG20 II 345 P21 PG21 II 345 P22 PG22 II 345 P23 PG23 II 345 P24 PG24 II 345 P43 PG43 II 345

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Tubulars:

Group OD (mm) Wall (mm) Grade Fy (MPa)

T12 273 12.7 III 355

T16 324 12.7 III 355

T20 356 12.7 III 355

T24 406 12.7 III 355 T30 508 12 II 345

T42 610 12 II 345

T43 610 16 II 345

T44 610 20 II 345

T50 762 16 II 345

T53 762 25 II 345

T58 900 20 II 345

T60 900 25 II 345 V51 762 19.1 Ia 414

V54 762 30 IIa 414

V78 1000 40 IIa 414

W40 2000 40 IIa 414

W46 2000 60 IIa 414

W48 2000 70 IIa 414

W50 2000 80 IIa 414

W62 2500 60 IIa 414

W64 2500 70 IIa 414

LG1 CONE X 1.5m Long IIa 414

LG1 2500 60 IIa 414

SLV 822 30 1a 414

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2.5 Member Code Check Parameters Plots from the SACS model illustrating the code check parameters assigned to the secondary members are presented in the following pages. Plots showing the cellar deck have not been included since no cellar deck members were code checked.

2.5.1 LY Plots

3.15

3.15

3.15

3.15 3.

573.

573.

153.

153.

153.

153.

15

14.2

5

14.3

0

14.3

0

12.9

0

12.9

0

13.4

0

13.4

0

4.27

4.27

6.45

6.45

14.3

0

14.3

0

14.3

014

.30

14.3

014

.30

60.0

060

.00

60.0

060

.00

14.3

014

.30

14.3

014

.30

60.0

0

60.0

0

60.0

0

60.0

0

14.3

0

3.91

3.15

Figure 7: Grid A Model – LY Plots

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1 2 3

10.00 10.00 10.00 10.0010.00 10.00

10.00 10.008.50 10.00 10.0010.00 8.50 8.5010.00

60.0

0 60.0

0

8.50 8.50 8.50 8.50 8.50 8.50

8.50

3.15

4.15

4.15

4.05

4.05

4.15

12.9

0

13.40

13.40

12.9

0

20.00 20.00

10.70

10.70

4.15

4.15

4.15

4.15

60.0

060

.00

60.0

060

.00

6.05

6.05

60.0

0

60.0

0

4.05

4.05

60.0

0

3.74

60.0

0 3.74

60.0

0

3.74

XY

Z

Figure 8: Grid E Model – LY Plots

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2.5.2 LZ Plots

3.15

3.15

3.15

3.15 3.

573.

573.

153.

153.

153.

153.

15

14.2

5

14.3

0

14.3

0

16.1

2

16.1

2

16.7

6

16.7

6

13.70

13.70

13.70

13.70

14.3

0

14.3

0

14.3

014

.30

14.3

014

.30

12.8

09.

30

12.8

09.

30

14.

3014

.30

14.

3014

.30

9.30

9.30

9.30 9.30

14.3

0

3.91

3.15

Figure 9: Grid A Model – LZ Plots

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1 2 3

10.00 10.00 10.00 10.0010.00 10.00

10.00 10.008.50 10.00 10.0010.00 8.50 8.5010.00

9.30 9.

30

8.50 8.50 8.50 8.50 8.50 8.50

8.50

3.15

14.3

0

14.3

0

14.3

0

14.3

0

14.3

0

16.1

2

16.79

16.79

16.0

9

20.00 20.00

13.40

13.40

14.3

014

.30

14.3

014

.30

12.8

09.

30

12.8

09.

30

14.3

0

14.3

0

9.30

9.30

14.3

0

14.3

0

12.8

0

3.74

9.30 3.74

9.30 3.74

XY

Z

Figure 10: Grid E Model – LZ Plots

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3 LOADING

3.1 Basic Load Cases for Grid A Model

3.1.1 Load Case 1: SACS Generated Structural Dead Loading.

For load case 1 the SACS Seastate module was used to generate the weight of the modelled steel members.

3.1.2 Load Cases 2-14: Support Stub Loading

Load cases 2 to 14 were used to apply the combined operating and environmental loading that occurred at each of the support stubs. The majority of the loading was supplied by the subsea design contractor. Refer to Appendix C for details of the loads supplied and the Autopipe axis system. In some cases the sign of the loads provided were changed to ensure that all loads were acting in the same direction concurrently in order to capture the worst case scenario

The loads for the produced water caisson were supplied by the piping stress group.

From the stress isometric for system 204, lateral loads of 95kN in combination with a vertical load of 55kN for the deadweight support for the produced water caisson were obtained.

The loads supplied by the subsea design contractor are summarised below.

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Calculation Sheet Calculation No.: T3000CS2264050 of 98

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3.2 Basic Load Cases for Grid E Model

3.2.1 Load Case 1: SACS Generated Structural Dead Loading.

For load case 1 the SACS Seastate module was used to generate the weight of the modelled steel members.

3.2.2 Load Cases 2X to 2Z: Support Stub Loading

Load cases 2X through 2Z were used to apply the maximum operational plus environmental loading as provided by the subsea design contractor to the NRA power J-tube support stub. Refer to Appendix C for details of the loads supplied and the Autopipe axis system.

The loads for the produced water caisson were supplied by the piping stress group in Reference 6.

Lateral loads of 68kN were applied at each support. Vertical friction loads of 20kN were applied at the guides with a vertical load of 83kN applied at the anchor at elevation (+)21000.

The loads supplied by the subsea design contractor are summarised below.


3.3 Combined Load Cases

3.3.1 Combined Load cases for Grid A

The supplied basic load cases were combined into SACS basic load cases as shown in the matrix below.

Matrix 1: SACS Basic Load Cases

Each of the above load cases was split into 3 to represent the loading in the X, Y and Z directions and named 2X, 2Y, 2Z etc.


Matrix 2: SACS Combined Load Cases

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3.3.2 Combined Load cases for Grid E

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4 RESULTS

4.1 Member Unity Check Plots

0.95

0.9

5

0.52

0.52

1.11

0.52

0.67

0.52

0.52

0.69

1.09

Figure 11: Grid A – UCs > 0.5

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0.79

0.76 0.99

0.76

XY

Z

Figure 12: Grid E – UCs > 0.5

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4.2 Member Justification

Member J267-SP1R exhibited a UC of 1.11. At the face of the supporting 762Ø member the UC dropped to 0.87 as shown in the SACS report below. The member was therefore deemed to be acceptable. Review and Redesign Member J267-SP1R OD (cm) 40.600 WT (cm) 1.270 Ly (Memb)3.570 Fy (N/mm2)355.00 Loc (m.) 0.38 Lz (Memb)3.570 Amod 1.000 SAM 0.50 Seg 1 of 1 LC Option List Critical LC 202 Cm 0.85 Results Group T24 Len (m.) 1.75 Stress Actual Allow Ratio Type Tubular --------(N/mm2)-------- Code (API RP2A,21st) Euler 0.00 1603.18 0.00 Max UC Ratio 0.87 Fa 0.00 213.00 0.00 Cmp>.15B 3.3.1-2 -Fby -229.06 264.00 0.87 KyL/r 25.66 Cmy 0.85 -Fbz 0.00 264.00 0.00 KzL/r 25.66 Cmz 0.85 Fv 32.00 142.00 0.23 Ftor 0.00 142.00 0.00 Stiffness Properties Section name Elastic Modulus/1000 20.500 Section type Tubular Shear Modulus/1000 8.000 Force unit (kN) Length unit (cm) Fy (N/mm2) 355.000 Section Properties: A - Outside OD 40.600 D - N/A Ax 156.9 B - Outside WT 1.270 E - N/A Iyy 30373.2 C - N/A F - N/A Izz 30373.2 Ixx 60746.4

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Member J661-H2O exhibited a UC of 1.09. At the face of the supporting 2000Ø column the UC dropped to 0.51 as shown in the SACS report below. The member was therefore deemed to be acceptable. Review and Redesign Member J661-H2O OD (cm) 32.400 WT (cm) 1.270 Ly (Memb)3.910 Fy (N/mm2)355.00 Loc (m.) 1.00 Lz (Memb)3.910 Amod 1.000 SAM 0.50 Seg 1 of 1 LC Option List Critical LC 160 Cm 0.85 Results Group T16 Len (m.) 1.86 Stress Actual Allow Ratio Type Tubular --------(N/mm2)-------- Code (API RP2A,21st) Euler -1.64 837.81 0.00 Max UC Ratio 0.51 Fa -1.64 187.70 0.01 Cmp<.15 3.3.1-3 -Fby -51.27 266.25 0.07 KyL/r 35.50 Cmy 0.85 -Fbz 122.77 266.25 0.43 KzL/r 35.50 Cmz 0.85 Fv 23.20 142.00 0.16 Ftor 0.00 142.00 0.00 Stiffness Properties Section name Elastic Modulus/1000 20.500 Section type Tubular Shear Modulus/1000 8.000 Force unit (kN) Length unit (cm) Fy (N/mm2) 355.000 Section Properties: A - Outside OD 32.400 D - N/A Ax 124.2 B - Outside WT 1.270 E - N/A Iyy 15070.4 C - N/A F - N/A Izz 15070.4 Ixx 30140.8


4.3 Punching Shear Results

No joints exhibited a load or strength UC in excess of 1.0

4.3.1 Punching Shear Results for Grid A

SACS Release 5.1 Worley Australia Angel Project ID=07530589 WOODSIDE ENERGY LTD - ANGEL TOPSIDES - GRID A RISER AND J-TUBE SUPPORTS DATE 22-JAN-2007 TIME 10:53:56 JCN PAGE 10 * * J O I N T C A N S U M M A R Y * * (UNITY CHECK ORDER) **************** ORIGINAL ****************** ************ LOAD DESIGN *********** ********* STRENGTH DESIGN ********** LOAD STRN LOAD STRN JOINT DIAMETER THICKNESS YLD STRS UC UC DIAMETER THICKNESS YLD STRS UC DIAMETER THICKNESS YLD STRS UC (CM) (CM) (N/MM2) (CM) (CM) (N/MM2) (CM) (CM) (N/MM2) J662 76.200 1.910 413.606 0.560 0.789 76.200 1.910 413.606 0.560 76.200 1.910 413.606 0.789 J665 76.200 1.910 413.606 0.392 0.784 76.200 1.910 413.606 0.392 76.200 1.910 413.606 0.784 J265 76.200 1.910 413.606 0.332 0.750 76.200 1.910 413.606 0.332 76.200 1.910 413.606 0.750 J266 76.200 1.910 413.606 0.337 0.750 76.200 1.910 413.606 0.337 76.200 1.910 413.606 0.750 J664 76.200 1.910 413.606 0.347 0.750 76.200 1.910 413.606 0.347 76.200 1.910 413.606 0.750 J666 76.200 1.910 413.606 0.331 0.750 76.200 1.910 413.606 0.331 76.200 1.910 413.606 0.750 J667 76.200 1.910 413.606 0.339 0.750 76.200 1.910 413.606 0.339 76.200 1.910 413.606 0.750 J668 76.200 1.910 413.606 0.369 0.750 76.200 1.910 413.606 0.369 76.200 1.910 413.606 0.750 J267 82.200 3.000 413.606 0.492 0.355 82.200 3.000 413.606 0.492 82.200 3.000 413.606 0.355 J261 200.000 7.000 413.606 0.216 0.430 200.000 7.000 413.606 0.216 200.000 7.000 413.606 0.430 J661 200.000 7.000 413.606 0.215 0.430 200.000 7.000 413.606 0.215 200.000 7.000 413.606 0.430 J262 82.200 3.000 413.606 0.379 0.355 82.200 3.000 413.606 0.379 82.200 3.000 413.606 0.355 J264 82.200 3.000 413.606 0.379 0.355 82.200 3.000 413.606 0.379 82.200 3.000 413.606 0.355


4.3.2 Punching Shear Results for Grid E SACS Release 5.1 Worley Australia Angel Project ID=07530589 WOODSIDE ENERGY LTD - ANGEL TOPSIDES - GRID E RISER AND J-TUBE SUPPORTS DATE 22-JAN-2007 TIME 10:52:17 JCN PAGE 6 * * J O I N T C A N S U M M A R Y * * (UNITY CHECK ORDER) **************** ORIGINAL ****************** ************ LOAD DESIGN *********** ********* STRENGTH DESIGN ********** LOAD STRN LOAD STRN JOINT DIAMETER THICKNESS YLD STRS UC UC DIAMETER THICKNESS YLD STRS UC DIAMETER THICKNESS YLD STRS UC (CM) (CM) (N/MM2) (CM) (CM) (N/MM2) (CM) (CM) (N/MM2) J421 76.200 1.910 413.606 0.676 0.750 76.200 1.910 413.606 0.676 76.200 1.910 413.606 0.750 J221 200.000 7.000 413.606 0.030 0.430 200.000 7.000 413.606 0.030 200.000 7.000 413.606 0.430 J621 200.000 7.000 413.606 0.018 0.430 200.000 7.000 413.606 0.018 200.000 7.000 413.606 0.430 J22C 250.001 6.000 413.606 0.051 0.153 250.001 6.000 413.606 0.051 250.001 6.000 413.606 0.153 J22A 200.000 7.000 413.606 0.063 0.101 200.000 7.000 413.606 0.063 200.000 7.000 413.606 0.101 J22B 200.000 7.000 413.606 0.081 0.101 200.000 7.000 413.606 0.081 200.000 7.000 413.606 0.101

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APPENDIX A – SACS MODEL FILES LISTING

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SACS Input File for Grid A “angel-deck-riser-guides-grid-a.inp”: LDOPT SF NF+Z 1.028 8.64 -80.50 80.50GLOBMN CMBMPT WOODSIDE ENERGY LTD - ANGEL TOPSIDES - GRID A RISER AND J-TUBE SUPPORTS **************************************************************************** * SACS MODEL DESCRIPTION * * ====================== * * * * PROJECT TITLE : ANGEL PROJECT * * CLIENT : WOODSIDE ENERGY LTD * * MODEL DESCRIPTION : ANGEL TOPSIDES - GRID A RISER AND J-TUBE SUPPORTS * * ====================== * *==========================================================================* * FILENAME : ANGEL-DECK-RISER-GUIDES-GRID-A.INP * * ORIGINATOR : S D BEVIS DATE: 07-11-2006 * * CHECKER : G BROWN DATE: 22-01-2007 * * * *==========================================================================* * OPTIONS MN SDUC 4 2 PT PTPT PT * LCSEL ST 100 101 102 103 104 105 106 107 108 109 110 111 LCSEL ST 112 120 121 122 123 124 125 126 127 128 129 130 LCSEL ST 131 132 140 141 142 143 144 145 146 147 148 149 LCSEL ST 150 151 152 160 161 162 163 164 165 166 167 168 LCSEL ST 169 170 171 172 200 201 202 203 * UCPART 1.001000. 0.70 1.00 0.00 0.70 AMOD AMOD 101 1.333 102 1.333 103 1.333 104 1.333 105 1.333 106 1.333 107 1.333 AMOD 108 1.333 109 1.333 110 1.333 111 1.333 112 1.333 121 1.333 122 1.333 AMOD 123 1.333 124 1.333 125 1.333 126 1.333 127 1.333 128 1.333 129 1.333 AMOD 130 1.333 131 1.333 132 1.333 141 1.333 142 1.333 143 1.333 144 1.333 AMOD 145 1.333 146 1.333 147 1.333 148 1.333 149 1.333 150 1.333 151 1.333 AMOD 152 1.333 161 1.333 162 1.333 163 1.333 164 1.333 165 1.333 166 1.333 AMOD 167 1.333 168 1.333 169 1.333 170 1.333 171 1.333 172 1.333 SECT * * SECT PG03 PLG 40.002.000100.001.600 SECT PG20 PLG 40.002.500150.002.000 SECT PG24 PLG 60.004.000150.002.500 SECT PG43 PLG 70.004.000200.003.000 SECT MA0 PLG 110.004.000150.003.000 SECT MA2 PLG 110.006.000150.003.000 SECT MA4 PLG 110.005.000150.003.000 SECT CA2 PLG 120.004.000200.004.000 GRUP * * * JOINTS * GRUP MA0 MA0 34.500 20.50 8.0034.50 1 1.001.00 1.50N 7.850 GRUP MA2 MA2 41.400 20.50 8.0041.40 1 1.001.00 1.50N 7.850 GRUP MA4 MA4 34.500 20.50 8.0034.50 1 1.001.00 1.50N 7.850 GRUP CA2 CA2 41.400 20.50 8.0041.40 1 1.001.00 1.50N 7.850 * GRUP P03 PG03 34.500 20.50 8.0034.50 1 1.001.00 5.80N 7.850 GRUP P20 PG20 34.500 20.50 8.0034.50 1 1.001.00 5.80N 7.850 GRUP P24 PG24 34.500 20.50 8.0034.50 1 1.001.00 5.80N 7.850 GRUP P43 PG43 34.500 20.50 8.0034.50 1 1.001.00 5.80N 7.850 * GRUP G20 PG20 34.500 20.50 8.0041.40 1 1.001.00 5.80N 7.850 GRUP G43 PG43 34.500 20.50 8.0041.40 1 1.001.00 5.80N 7.850 GRUP T12 27.300 1.270 20.50 8.0035.50 1 1.001.00 0.50N 7.850

Calculation Sheet



GRUP T16 32.400 1.270 20.50 8.0035.50 1 1.001.00 0.50N 7.850 GRUP T20 35.600 1.270 20.50 8.0035.50 1 1.001.00 0.50N 7.850 GRUP T24 40.600 1.270 20.50 8.0035.50 1 1.001.00 0.50N 7.850 GRUP T30 50.800 1.200 20.50 8.0034.50 1 1.001.00 0.50N 7.850 GRUP T42 61.000 1.200 20.50 8.0034.50 1 1.001.00 0.50N 7.850 GRUP T43 61.000 1.600 20.50 8.0034.50 1 1.001.00 0.50N 7.850 GRUP T53 76.200 2.500 20.50 8.0034.50 1 1.001.00 0.50N 7.850 GRUP T58 90.000 2.000 20.50 8.0034.50 1 1.001.00 0.50N 7.850 GRUP T60 90.000 2.500 20.50 8.0034.50 1 1.001.00 0.50N 7.850 GRUP V51 76.200 1.910 20.50 8.0041.40 1 1.001.00 0.50N 7.850 GRUP V54 76.200 3.000 20.50 8.0041.40 1 1.001.00 0.50N 7.850 GRUP V78 100.00 4.000 20.50 8.0041.40 1 1.001.00 0.50N 7.850 GRUP W40 200.00 4.000 20.50 8.0041.40 1 1.001.00 0.50N 7.850 GRUP W46 200.00 6.000 20.50 8.0041.40 1 1.001.00 0.50N 7.850 GRUP W48 200.00 7.000 20.50 8.0041.40 1 1.001.00 0.50N 7.850 GRUP W50 200.00 8.000 20.50 8.0041.40 1 1.001.00 0.50N 7.850 GRUP W62 250.00 6.000 20.50 8.0041.40 1 1.001.00 0.50N 7.850 GRUP W64 250.00 7.000 20.50 8.0041.40 1 1.001.00 0.50N 7.850 GRUP SLV 82.200 3.000 20.50 8.0041.40 1 1.001.00 0.50N 7.850 MEMBER MEMBER 8260826B G20SK L 10.010.010.00 MEMBER 826B846D G20SK L 10.010.010.00 MEMBER 8460846B MA2SK L 10.010.010.00 MEMBER 846B866D G20SK L 10.010.010.00 MEMBER 846D8460 MA2SK L 10.010.010.00 MEMBER 866D8660 G20SK L 10.010.010.00 MEMBER 6260626B G43SK L 10.010.010.00 MEMBER 626B646D G43SK L 10.010.010.00 MEMBER 626D6260 G43SK L 8.508.50 8.50 MEMBER 6460646B CA2SK L 10.010.010.00 MEMBER 646B6660 G43SK L 10.010.010.00 MEMBER 646D6460 CA2SK L 10.010.010.00 MEMBER 6660666B G43SK L 8.508.50 8.50 MEMBER S260S264 P03 L 3.932.35 2.35 MEMBER S264S563 P03 L 12.13.82 3.82 MEMBER S563S660 P03 L 3.937.15 7.15 * MEMBER 80608061 MA0SK L 8.508.50 8.50 MEMBER 8061826D P20SK L 8.508.50 8.50 MEMBER 826D8260 P20SK L 8.508.50 8.50 MEMBER 8660866B P24SK L 8.508.50 8.50 MEMBER 866B8859 P24SK L 8.508.50 8.50 MEMBER 88598860 MA4SK L 8.508.50 8.50 * MEMBER 6060626D P43SK L 8.508.50 8.50 MEMBER 666B6860 P43SK L 8.508.50 8.50 MEMBER J262AP4R T24 L 3.153.15 MEMBER J264AP2R T24 L 3.153.15 MEMBER J265AP2J T12 L 3.153.15 MEMBER J266SP1J T12 L 3.153.15 MEMBER J267SP1R T24 L 3.573.57 MEMBER J662SP4J T30 L 3.573.57 MEMBER J664AP3J T12 L 3.153.15 MEMBER J665AP3R T16 L 3.153.15 MEMBER J666SP2J T12 L 3.153.15 MEMBER J667AP4J T12 L 3.153.15 MEMBER J668SP3J T12 L 3.153.15 MEMBER 60608060 T42SK MEMBER 68606861 T42SK L 14.314.3 MEMBER 64608460 T53SK L 14.314.3 MEMBER162618061 T58SK L 12.9 MEMBER OFFSETS -18.10 MEMBER166618859 T58SK L 12.9 MEMBER OFFSETS -18.10 MEMBER 6261846D T60SK L 13.4

Calculation Sheet



MEMBER 6661846B T60SK L 13.4 MEMBER J261J704 V51 L 20.020.0 MEMBER J262J705 SLV L 20.020.0 MEMBER J264J700 SLV L 20.020.0 MEMBER J265J266 V51 L 20.020.0 MEMBER J266J701 V51 L 20.020.0 MEMBER J267J702 SLV L 20.020.0 MEMBER J662J623 V51 L 20.020.0 MEMBER J664J665 V51 L 20.020.0 MEMBER J665J666 V51 L 20.020.0 MEMBER J666J667 V51 L 20.020.0 MEMBER J667J668 V51 L 20.020.0 MEMBER J668J661 V51 L 20.020.0 MEMBER1J261S264 V78 L 4.2713.7 MEMBER OFFSETS 24.20 MEMBER1J661S563 V78 L 4.2713.7 MEMBER OFFSETS 24.20 MEMBER S264646D V78 L 6.4513.7 MEMBER S563646B V78 L 6.4513.7 MEMBER 62628258 W40SK L 14.314.3 MEMBER 66628658 W40SK L 14.314.3 MEMBER 62606261 W46SK L 14.314.3 MEMBER 62616262 W46SK L 14.314.3 MEMBER 66606661 W46SK L 14.314.3 MEMBER 66616662 W46SK L 14.314.3 MEMBER J260J261 W48 L 60.012.8 MEMBER J261S260 W48 L 60.09.30 MEMBER J660J661 W48 L 60.012.8 MEMBER J661S660 W48 L 60.09.30 MEMBER 82588259 W50SK L 14.314.3 MEMBER 82598260 W50SK L 14.314.3 MEMBER 86578659 W50SK L 14.314.3 MEMBER 86588657 W50SK L 14.314.3 MEMBER 86598660 W50SK L 14.314.3 MEMBER S2606259 W62 L 60.09.30 MEMBER S6606659 W62 L 60.09.30 MEMBER 62596260 W64 L 60.09.30 MEMBER 66596660 W64 L 60.09.30 MEMBER 68618860 T43SK L 14.314.3 MEMBER J661 H2O T16 L 3.913.91 MEMBER J700J265 V51 L 20.020.0 MEMBER J701J267 SLV L 20.020.0 MEMBER J702J662 V51 L 20.020.0 MEMBER J704J262 SLV L 20.020.0 MEMBER J705J706 V51 L 20.020.0 MEMBER J706J264 SLV L 20.020.0 MEMBER J623J664 V51 L 20.020.0 MEMBER J623FUTR T24SK L 3.153.15 JOINT JOINT 6060 241.500146.000 27.800 010000 JOINT AP3J 264.250147.500 18.500 JOINT AP3R 265.150147.500 18.500 JOINT SP2J 266.050147.500 18.500 JOINT AP4J 266.950147.500 18.500 JOINT SP3J 267.850147.500 18.500 JOINT H2O 268.900147.500 18.500 JOINT 6259 250.000146.000 25.800 JOINT 6260 250.000146.000 27.800 010000 JOINT 6261 250.000146.000 28.239 JOINT 6262 250.000146.000 31.212 JOINT 626B 251.000146.000 27.800 JOINT 626D 249.000146.000 27.800 JOINT 6460 260.000146.000 27.800 010000 JOINT 646B 260.131146.000 27.800 JOINT 646D 259.869146.000 27.800

Calculation Sheet



JOINT 6659 270.000146.000 25.800 JOINT 6660 270.000146.000 27.800 010000 JOINT 6661 270.000146.000 28.239 JOINT 6662 270.000146.000 31.212 JOINT 666B 271.000146.000 27.800 JOINT 6860 278.500146.000 27.800 010000 JOINT 8060 241.500146.000 42.050 010000 JOINT 8061 241.994146.000 42.050 JOINT 8258 250.000146.000 38.765 JOINT 8259 250.000146.000 41.498 JOINT 8260 250.000146.000 42.050 010000 JOINT 826B 251.000146.000 42.050 JOINT 826D 249.000146.000 42.050 JOINT 8460 260.000146.000 42.050 010000 JOINT 846B 260.512146.000 42.050 JOINT 846D 259.488146.000 42.050 JOINT 8657 270.000146.000 41.498 JOINT 8658 270.000146.000 38.765 JOINT 8659 270.000146.000 41.950 JOINT 8660 270.000146.000 42.050 010000 JOINT 866B 271.000146.000 42.050 JOINT 866D 269.000146.000 42.050 JOINT 8859 278.006146.000 42.050 JOINT 8860 278.500146.000 42.050 010000 JOINT J260 250.000146.000 16.500 111111 JOINT J261 250.000146.000 18.500 JOINT J262 251.650146.000 18.500 JOINT J264 253.900146.000 18.500 JOINT J265 254.900146.000 18.500 JOINT J266 255.900146.000 18.500 JOINT J267 259.250146.000 18.500 JOINT J660 270.000146.000 16.500 111111 JOINT J661 270.000146.000 18.500 JOINT J662 260.750146.000 18.500 JOINT J664 264.250146.000 18.500 JOINT J665 265.150146.000 18.500 JOINT J666 266.050146.000 18.500 JOINT J667 266.950146.000 18.500 JOINT J668 267.850146.000 18.500 JOINT S260 250.000146.000 22.350 JOINT S264 253.931146.000 22.350 JOINT S563 266.069146.000 22.350 JOINT S660 270.000146.000 22.350 JOINT AP4R 251.650147.500 18.500 JOINT AP2R 253.900147.500 18.500 JOINT AP2J 254.900147.500 18.500 JOINT SP1R 259.250147.750 18.500 JOINT SP4J 260.750147.750 18.500 JOINT SP1J 255.900147.500 18.500 JOINT 6861 278.500146.000 39.050 JOINT J700 254.400146.000 18.500 JOINT J701 258.750146.000 18.500 JOINT J702 259.750146.000 18.500 JOINT J704 251.150146.000 18.500 JOINT J705 252.150146.000 18.500 JOINT J706 253.400146.000 18.500 JOINT J623 263.350146.000 18.500 JOINT FUTR 263.350147.500 18.500 LOAD ********************** * LOADING DEFINITION * ********************** * LOADCN 1 LOADLB 1SELF GENERATED PRIMARY STEEL DEAD LO

Calculation Sheet



DEAD DEAD -Z M LOADCN 2X LOAD AP2J -44.700 GLOB JOIN AP2 JT LOAD AP2R 1.00000 GLOB JOIN AP2 RSR LOAD AP3J -44.730 GLOB JOIN AP3 JT LOAD AP3R 13.1100 GLOB JOIN AP3 RSR LOAD AP4J -44.730 GLOB JOIN AP4 JT LOAD AP4R 1.06000 GLOB JOIN AP4 RSR LOAD FUTR 2.59000 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J -44.700 GLOB JOIN SP1 JT LOAD SP1R 2.59000 GLOB JOIN SP1 RSR LOAD SP2J -44.730 GLOB JOIN SP2 JT LOAD SP3J -22.420 GLOB JOIN SP3 JT LOAD SP4J GLOB JOIN SP4 JT LOADCN 3X LOAD AP2J 79.1200 44.7000 GLOB JOIN AP2 JT LOAD AP2R 70.4600 GLOB JOIN AP2 RSR LOAD AP3J 79.1100 44.7300 GLOB JOIN AP3 JT LOAD AP3R 27.0600 GLOB JOIN AP3 RSR LOAD AP4J 79.1100 44.7300 GLOB JOIN AP4 JT LOAD AP4R 21.4100 GLOB JOIN AP4 RSR LOAD FUTR 58.4300 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J 79.1200 44.7000 GLOB JOIN SP1 JT LOAD SP1R 58.4300 GLOB JOIN SP1 RSR LOAD SP2J 79.1100 44.7300 GLOB JOIN SP2 JT LOAD SP3J 104.910 22.4200 GLOB JOIN SP3 JT LOAD SP4J 139.830 -184.04 GLOB JOIN SP4 JT LOADCN 4X LOAD AP2J 79.1200 GLOB JOIN AP2 JT LOAD AP2R 16.4800 GLOB JOIN AP2 RSR LOAD AP3J 79.1100 GLOB JOIN AP3 JT LOAD AP3R 19.3600 GLOB JOIN AP3 RSR LOAD AP4J 79.1100 GLOB JOIN AP4 JT LOAD AP4R 127.390 GLOB JOIN AP4 RSR LOAD FUTR 55.8800 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J 79.1200 GLOB JOIN SP1 JT LOAD SP1R 55.8800 GLOB JOIN SP1 RSR LOAD SP2J 79.1100 GLOB JOIN SP2 JT LOAD SP3J 104.910 GLOB JOIN SP3 JT LOAD SP4J 139.820 184.040 GLOB JOIN SP4 JT LOADCN 5X LOAD AP2J GLOB JOIN AP2 JT LOAD AP2R 41.7600 GLOB JOIN AP2 RSR LOAD AP3J GLOB JOIN AP3 JT LOAD AP3R 31.6300 GLOB JOIN AP3 RSR LOAD AP4J GLOB JOIN AP4 JT LOAD AP4R 157.250 GLOB JOIN AP4 RSR LOAD FUTR 21.9300 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J GLOB JOIN SP1 JT LOAD SP1R 21.9300 GLOB JOIN SP1 RSR LOAD SP2J GLOB JOIN SP2 JT LOAD SP3J GLOB JOIN SP3 JT LOAD SP4J GLOB JOIN SP4 JT LOADCN 6X LOAD AP2J GLOB JOIN AP2 JT LOAD AP2R 70.2300 GLOB JOIN AP2 RSR LOAD AP3J GLOB JOIN AP3 JT LOAD AP3R 143.580 GLOB JOIN AP3 RSR LOAD AP4J GLOB JOIN AP4 JT LOAD AP4R 7.04000 GLOB JOIN AP4 RSR

Calculation Sheet



LOAD FUTR 54.9300 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J GLOB JOIN SP1 JT LOAD SP1R 54.9300 GLOB JOIN SP1 RSR LOAD SP2J GLOB JOIN SP2 JT LOAD SP3J GLOB JOIN SP3 JT LOAD SP4J GLOB JOIN SP4 JT LOADCN 7X LOAD AP2J 79.1200 44.7000 GLOB JOIN AP2 JT LOAD AP2R 61.6800 GLOB JOIN AP2 RSR LOAD AP3J 79.1100 44.7300 GLOB JOIN AP3 JT LOAD AP3R 74.0600 GLOB JOIN AP3 RSR LOAD AP4J 79.1100 44.7300 GLOB JOIN AP4 JT LOAD AP4R GLOB JOIN AP4 RSR LOAD FUTR 58.4300 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J 79.1200 44.7000 GLOB JOIN SP1 JT LOAD SP1R 58.4300 GLOB JOIN SP1 RSR LOAD SP2J 79.1100 44.7300 GLOB JOIN SP2 JT LOAD SP3J 104.910 22.4200 GLOB JOIN SP3 JT LOAD SP4J 139.830 -184.04 GLOB JOIN SP4 JT LOADCN 8X LOAD AP2J 79.1200 GLOB JOIN AP2 JT LOAD AP2R 82.8200 GLOB JOIN AP2 RSR LOAD AP3J 79.1100 GLOB JOIN AP3 JT LOAD AP3R 5.93000 GLOB JOIN AP3 RSR LOAD AP4J 79.1100 GLOB JOIN AP4 JT LOAD AP4R 9.69000 GLOB JOIN AP4 RSR LOAD FUTR 55.8800 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J 79.1200 GLOB JOIN SP1 JT LOAD SP1R 55.8800 GLOB JOIN SP1 RSR LOAD SP2J 79.1100 GLOB JOIN SP2 JT LOAD SP3J 104.910 GLOB JOIN SP3 JT LOAD SP4J 139.820 184.040 GLOB JOIN SP4 JT LOADCN 9X LOAD AP2J GLOB JOIN AP2 JT LOAD AP2R 13.7600 GLOB JOIN AP2 RSR LOAD AP3J GLOB JOIN AP3 JT LOAD AP3R 2.72000 GLOB JOIN AP3 RSR LOAD AP4J GLOB JOIN AP4 JT LOAD AP4R 160.330 GLOB JOIN AP4 RSR LOAD FUTR 21.9300 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J GLOB JOIN SP1 JT LOAD SP1R 21.9300 GLOB JOIN SP1 RSR LOAD SP2J GLOB JOIN SP2 JT LOAD SP3J GLOB JOIN SP3 JT LOAD SP4J GLOB JOIN SP4 JT LOADCN 10X LOAD AP2J GLOB JOIN AP2 JT LOAD AP2R 47.4400 GLOB JOIN AP2 RSR LOAD AP3J GLOB JOIN AP3 JT LOAD AP3R 139.950 GLOB JOIN AP3 RSR LOAD AP4J GLOB JOIN AP4 JT LOAD AP4R 144.740 GLOB JOIN AP4 RSR LOAD FUTR 54.9300 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J GLOB JOIN SP1 JT LOAD SP1R 54.9300 GLOB JOIN SP1 RSR LOAD SP2J GLOB JOIN SP2 JT LOAD SP3J GLOB JOIN SP3 JT LOAD SP4J GLOB JOIN SP4 JT LOADCN 11X LOAD AP2J 79.1200 44.7000 GLOB JOIN AP2 JT

Calculation Sheet



LOAD AP2R 23.4500 GLOB JOIN AP2 RSR LOAD AP3J 79.1100 44.7300 GLOB JOIN AP3 JT LOAD AP3R 38.4200 GLOB JOIN AP3 RSR LOAD AP4J 79.1100 44.7300 GLOB JOIN AP4 JT LOAD AP4R 92.3500 GLOB JOIN AP4 RSR LOAD FUTR 58.4300 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J 79.1200 44.7000 GLOB JOIN SP1 JT LOAD SP1R 58.4300 GLOB JOIN SP1 RSR LOAD SP2J 79.1100 44.7300 GLOB JOIN SP2 JT LOAD SP3J 104.910 22.4200 GLOB JOIN SP3 JT LOAD SP4J 139.830 -184.04 GLOB JOIN SP4 JT LOADCN 12X LOAD AP2J 79.1200 GLOB JOIN AP2 JT LOAD AP2R 23.4500 GLOB JOIN AP2 RSR LOAD AP3J 79.1100 GLOB JOIN AP3 JT LOAD AP3R 38.4200 GLOB JOIN AP3 RSR LOAD AP4J 79.1100 GLOB JOIN AP4 JT LOAD AP4R 92.3500 GLOB JOIN AP4 RSR LOAD FUTR 55.8800 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J 79.1200 GLOB JOIN SP1 JT LOAD SP1R 55.8800 GLOB JOIN SP1 RSR LOAD SP2J 79.1100 GLOB JOIN SP2 JT LOAD SP3J 104.910 GLOB JOIN SP3 JT LOAD SP4J 139.820 184.040 GLOB JOIN SP4 JT LOADCN 13X LOAD AP2J GLOB JOIN AP2 JT LOAD AP2R 23.4500 GLOB JOIN AP2 RSR LOAD AP3J GLOB JOIN AP3 JT LOAD AP3R 38.4200 GLOB JOIN AP3 RSR LOAD AP4J GLOB JOIN AP4 JT LOAD AP4R 92.3500 GLOB JOIN AP4 RSR LOAD FUTR 21.9300 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J GLOB JOIN SP1 JT LOAD SP1R 21.9300 GLOB JOIN SP1 RSR LOAD SP2J GLOB JOIN SP2 JT LOAD SP3J GLOB JOIN SP3 JT LOAD SP4J GLOB JOIN SP4 JT LOADCN 14X LOAD AP2J GLOB JOIN AP2 JT LOAD AP2R 23.4500 GLOB JOIN AP2 RSR LOAD AP3J GLOB JOIN AP3 JT LOAD AP3R 38.4200 GLOB JOIN AP3 RSR LOAD AP4J GLOB JOIN AP4 JT LOAD AP4R 92.3500 GLOB JOIN AP4 RSR LOAD FUTR 54.9300 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J GLOB JOIN SP1 JT LOAD SP1R 54.9300 GLOB JOIN SP1 RSR LOAD SP2J GLOB JOIN SP2 JT LOAD SP3J GLOB JOIN SP3 JT LOAD SP4J GLOB JOIN SP4 JT LOADCN 2Y LOAD AP2J GLOB JOIN AP2 JT LOAD AP2R 1.69000 GLOB JOIN AP2 RSR LOAD AP3J GLOB JOIN AP3 JT LOAD AP3R 2.66000 GLOB JOIN AP3 RSR LOAD AP4J GLOB JOIN AP4 JT LOAD AP4R 1.80000 GLOB JOIN AP4 RSR LOAD FUTR 4.39000 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J GLOB JOIN SP1 JT LOAD SP1R 4.39000 GLOB JOIN SP1 RSR

Calculation Sheet



LOAD SP2J GLOB JOIN SP2 JT LOAD SP3J GLOB JOIN SP3 JT LOAD SP4J 0.01000 GLOB JOIN SP4 JT LOADCN 3Y LOAD AP2J GLOB JOIN AP2 JT LOAD AP2R 11.7700 GLOB JOIN AP2 RSR LOAD AP3J GLOB JOIN AP3 JT LOAD AP3R 64.3100 GLOB JOIN AP3 RSR LOAD AP4J GLOB JOIN AP4 JT LOAD AP4R 108.120 GLOB JOIN AP4 RSR LOAD FUTR 138.240 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J GLOB JOIN SP1 JT LOAD SP1R 138.240 GLOB JOIN SP1 RSR LOAD SP2J GLOB JOIN SP2 JT LOAD SP3J GLOB JOIN SP3 JT LOAD SP4J 0.01000 GLOB JOIN SP4 JT LOADCN 4Y LOAD AP2J GLOB JOIN AP2 JT LOAD AP2R 27.9800 GLOB JOIN AP2 RSR LOAD AP3J GLOB JOIN AP3 JT LOAD AP3R 2.39000 GLOB JOIN AP3 RSR LOAD AP4J GLOB JOIN AP4 JT LOAD AP4R 184.260 GLOB JOIN AP4 RSR LOAD FUTR 45.4700 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J GLOB JOIN SP1 JT LOAD SP1R 45.4700 GLOB JOIN SP1 RSR LOAD SP2J GLOB JOIN SP2 JT LOAD SP3J GLOB JOIN SP3 JT LOAD SP4J GLOB JOIN SP4 JT LOADCN 5Y LOAD AP2J 79.1200 -44.700 GLOB JOIN AP2 JT LOAD AP2R 74.8000 GLOB JOIN AP2 RSR LOAD AP3J 79.1100 -44.700 GLOB JOIN AP3 JT LOAD AP3R 77.7500 GLOB JOIN AP3 RSR LOAD AP4J 79.1100 -44.700 GLOB JOIN AP4 JT LOAD AP4R 25.2400 GLOB JOIN AP4 RSR LOAD FUTR 28.0800 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J 79.1200 -44.700 GLOB JOIN SP1 JT LOAD SP1R 28.0800 GLOB JOIN SP1 RSR LOAD SP2J 79.1100 -44.700 GLOB JOIN SP2 JT LOAD SP3J 104.910 -22.400 GLOB JOIN SP3 JT LOAD SP4J 139.820 -184.00 GLOB JOIN SP4 JT LOADCN 6Y LOAD AP2J 79.1200 44.7000 GLOB JOIN AP2 JT LOAD AP2R 123.220 GLOB JOIN AP2 RSR LOAD AP3J 79.1100 44.7000 GLOB JOIN AP3 JT LOAD AP3R 30.9900 GLOB JOIN AP3 RSR LOAD AP4J 79.1100 44.7000 GLOB JOIN AP4 JT LOAD AP4R 21.2900 GLOB JOIN AP4 RSR LOAD FUTR 198.420 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J 79.1200 44.7000 GLOB JOIN SP1 JT LOAD SP1R 198.420 GLOB JOIN SP1 RSR LOAD SP2J 79.1100 44.7000 GLOB JOIN SP2 JT LOAD SP3J 104.910 22.4000 GLOB JOIN SP3 JT LOAD SP4J 139.820 184.000 GLOB JOIN SP4 JT LOADCN 7Y LOAD AP2J GLOB JOIN AP2 JT LOAD AP2R 138.270 GLOB JOIN AP2 RSR LOAD AP3J GLOB JOIN AP3 JT LOAD AP3R 50.8200 GLOB JOIN AP3 RSR LOAD AP4J GLOB JOIN AP4 JT

Calculation Sheet



LOAD AP4R GLOB JOIN AP4 RSR LOAD FUTR 138.240 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J GLOB JOIN SP1 JT LOAD SP1R 138.240 GLOB JOIN SP1 RSR LOAD SP2J GLOB JOIN SP2 JT LOAD SP3J GLOB JOIN SP3 JT LOAD SP4J 0.01000 GLOB JOIN SP4 JT LOADCN 8Y LOAD AP2J GLOB JOIN AP2 JT LOAD AP2R 36.7600 GLOB JOIN AP2 RSR LOAD AP3J GLOB JOIN AP3 JT LOAD AP3R 10.8600 GLOB JOIN AP3 RSR LOAD AP4J GLOB JOIN AP4 JT LOAD AP4R 147.430 GLOB JOIN AP4 RSR LOAD FUTR 45.4700 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J GLOB JOIN SP1 JT LOAD SP1R 45.4700 GLOB JOIN SP1 RSR LOAD SP2J GLOB JOIN SP2 JT LOAD SP3J GLOB JOIN SP3 JT LOAD SP4J GLOB JOIN SP4 JT LOADCN 9Y LOAD AP2J 79.1200 -44.700 GLOB JOIN AP2 JT LOAD AP2R 23.3600 GLOB JOIN AP2 RSR LOAD AP3J 79.1100 -44.700 GLOB JOIN AP3 JT LOAD AP3R 70.1000 GLOB JOIN AP3 RSR LOAD AP4J 79.1100 -44.700 GLOB JOIN AP4 JT LOAD AP4R 178.390 GLOB JOIN AP4 RSR LOAD FUTR 28.0800 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J 79.1200 -44.700 GLOB JOIN SP1 JT LOAD SP1R 28.0800 GLOB JOIN SP1 RSR LOAD SP2J 79.1100 -44.700 GLOB JOIN SP2 JT LOAD SP3J 104.910 -22.400 GLOB JOIN SP3 JT LOAD SP4J 139.820 -184.00 GLOB JOIN SP4 JT LOADCN 10Y LOAD AP2J 79.1200 44.7000 GLOB JOIN AP2 JT LOAD AP2R 65.1500 GLOB JOIN AP2 RSR LOAD AP3J 79.1100 44.7000 GLOB JOIN AP3 JT LOAD AP3R 48.7400 GLOB JOIN AP3 RSR LOAD AP4J 79.1100 44.7000 GLOB JOIN AP4 JT LOAD AP4R 6.87000 GLOB JOIN AP4 RSR LOAD FUTR 198.420 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J 79.1200 44.7000 GLOB JOIN SP1 JT LOAD SP1R 198.420 GLOB JOIN SP1 RSR LOAD SP2J 79.1100 44.7000 GLOB JOIN SP2 JT LOAD SP3J 104.910 22.4000 GLOB JOIN SP3 JT LOAD SP4J 139.820 184.000 GLOB JOIN SP4 JT LOADCN 11Y LOAD AP2J GLOB JOIN AP2 JT LOAD AP2R 61.8100 GLOB JOIN AP2 RSR LOAD AP3J GLOB JOIN AP3 JT LOAD AP3R 16.5800 GLOB JOIN AP3 RSR LOAD AP4J GLOB JOIN AP4 JT LOAD AP4R 28.1800 GLOB JOIN AP4 RSR LOAD FUTR 138.240 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J GLOB JOIN SP1 JT LOAD SP1R 138.240 GLOB JOIN SP1 RSR LOAD SP2J GLOB JOIN SP2 JT LOAD SP3J GLOB JOIN SP3 JT LOAD SP4J 0.01000 GLOB JOIN SP4 JT LOADCN 12Y

Calculation Sheet



LOAD AP2J GLOB JOIN AP2 JT LOAD AP2R 61.8100 GLOB JOIN AP2 RSR LOAD AP3J GLOB JOIN AP3 JT LOAD AP3R 16.5800 GLOB JOIN AP3 RSR LOAD AP4J GLOB JOIN AP4 JT LOAD AP4R 28.1800 GLOB JOIN AP4 RSR LOAD FUTR 45.4700 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J GLOB JOIN SP1 JT LOAD SP1R 45.4700 GLOB JOIN SP1 RSR LOAD SP2J GLOB JOIN SP2 JT LOAD SP3J GLOB JOIN SP3 JT LOAD SP4J GLOB JOIN SP4 JT LOADCN 13Y LOAD AP2J 79.1200 -44.700 GLOB JOIN AP2 JT LOAD AP2R 61.8100 GLOB JOIN AP2 RSR LOAD AP3J 79.1100 -44.700 GLOB JOIN AP3 JT LOAD AP3R 16.5800 GLOB JOIN AP3 RSR LOAD AP4J 79.1100 -44.700 GLOB JOIN AP4 JT LOAD AP4R 28.1800 GLOB JOIN AP4 RSR LOAD FUTR 28.0800 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J 79.1200 -44.700 GLOB JOIN SP1 JT LOAD SP1R 28.0800 GLOB JOIN SP1 RSR LOAD SP2J 79.1100 -44.700 GLOB JOIN SP2 JT LOAD SP3J 104.910 -22.400 GLOB JOIN SP3 JT LOAD SP4J 139.820 -184.00 GLOB JOIN SP4 JT LOADCN 14Y LOAD AP2J 79.1200 44.7000 GLOB JOIN AP2 JT LOAD AP2R 61.8100 GLOB JOIN AP2 RSR LOAD AP3J 79.1100 44.7000 GLOB JOIN AP3 JT LOAD AP3R 16.5800 GLOB JOIN AP3 RSR LOAD AP4J 79.1100 44.7000 GLOB JOIN AP4 JT LOAD AP4R 28.1800 GLOB JOIN AP4 RSR LOAD FUTR 198.420 GLOB JOIN FUT RSR LOAD H2O 95.0000 GLOB JOIN H2O PIPE LOAD SP1J 79.1200 44.7000 GLOB JOIN SP1 JT LOAD SP1R 198.420 GLOB JOIN SP1 RSR LOAD SP2J 79.1100 44.7000 GLOB JOIN SP2 JT LOAD SP3J 104.910 22.4000 GLOB JOIN SP3 JT LOAD SP4J 139.820 184.000 GLOB JOIN SP4 JT LOADCN 2Z LOAD AP2J 1.45000 GLOB JOIN AP2 JT LOAD AP2R -69.730 GLOB JOIN AP2 RSR LOAD AP3J 1.43000 GLOB JOIN AP3 JT LOAD AP3R 3.86000 GLOB JOIN AP3 RSR LOAD AP4J 1.43000 GLOB JOIN AP4 JT LOAD AP4R -77.980 GLOB JOIN AP4 RSR LOAD FUTR -77.980 GLOB JOIN FUT RSR LOAD H2O -55.000 GLOB JOIN H2O PIPE LOAD SP1J 1.45000 GLOB JOIN SP1 JT LOAD SP1R -77.980 GLOB JOIN SP1 RSR LOAD SP2J 1.43000 GLOB JOIN SP2 JT LOAD SP3J 4.43000 GLOB JOIN SP3 JT LOAD SP4J 23.8000 GLOB JOIN SP4 JT LOADCN 3Z LOAD AP2J -11.920 GLOB JOIN AP2 JT LOAD AP2R -69.730 GLOB JOIN AP2 RSR LOAD AP3J -11.930 GLOB JOIN AP3 JT LOAD AP3R -23.920 GLOB JOIN AP3 RSR LOAD AP4J -11.930 GLOB JOIN AP4 JT LOAD AP4R -77.980 GLOB JOIN AP4 RSR LOAD FUTR -77.980 GLOB JOIN FUT RSR LOAD H2O -55.000 GLOB JOIN H2O PIPE LOAD SP1J -11.920 GLOB JOIN SP1 JT

Calculation Sheet



LOAD SP1R -77.980 GLOB JOIN SP1 RSR LOAD SP2J -11.930 GLOB JOIN SP2 JT LOAD SP3J 4.40000 GLOB JOIN SP3 JT LOAD SP4J -38.940 GLOB JOIN SP4 JT LOADCN 4Z LOAD AP2J -11.920 GLOB JOIN AP2 JT LOAD AP2R -69.730 GLOB JOIN AP2 RSR LOAD AP3J -11.930 GLOB JOIN AP3 JT LOAD AP3R -1.9200 GLOB JOIN AP3 RSR LOAD AP4J -11.930 GLOB JOIN AP4 JT LOAD AP4R -77.980 GLOB JOIN AP4 RSR LOAD FUTR -77.980 GLOB JOIN FUT RSR LOAD H2O -55.000 GLOB JOIN H2O PIPE LOAD SP1J -11.920 GLOB JOIN SP1 JT LOAD SP1R -77.980 GLOB JOIN SP1 RSR LOAD SP2J -11.930 GLOB JOIN SP2 JT LOAD SP3J 4.40000 GLOB JOIN SP3 JT LOAD SP4J -38.940 GLOB JOIN SP4 JT LOADCN 5Z LOAD AP2J -11.920 GLOB JOIN AP2 JT LOAD AP2R -69.730 GLOB JOIN AP2 RSR LOAD AP3J -11.930 GLOB JOIN AP3 JT LOAD AP3R -31.500 GLOB JOIN AP3 RSR LOAD AP4J -11.930 GLOB JOIN AP4 JT LOAD AP4R -77.980 GLOB JOIN AP4 RSR LOAD FUTR -77.980 GLOB JOIN FUT RSR LOAD H2O -55.000 GLOB JOIN H2O PIPE LOAD SP1J -11.920 GLOB JOIN SP1 JT LOAD SP1R -77.980 GLOB JOIN SP1 RSR LOAD SP2J -11.930 GLOB JOIN SP2 JT LOAD SP3J 4.40000 GLOB JOIN SP3 JT LOAD SP4J -38.940 GLOB JOIN SP4 JT LOADCN 6Z LOAD AP2J -11.920 GLOB JOIN AP2 JT LOAD AP2R -69.730 GLOB JOIN AP2 RSR LOAD AP3J -11.930 GLOB JOIN AP3 JT LOAD AP3R -27.830 GLOB JOIN AP3 RSR LOAD AP4J -11.930 GLOB JOIN AP4 JT LOAD AP4R -77.980 GLOB JOIN AP4 RSR LOAD FUTR -77.980 GLOB JOIN FUT RSR LOAD H2O -55.000 GLOB JOIN H2O PIPE LOAD SP1J -11.920 GLOB JOIN SP1 JT LOAD SP1R -77.980 GLOB JOIN SP1 RSR LOAD SP2J -11.930 GLOB JOIN SP2 JT LOAD SP3J 4.40000 GLOB JOIN SP3 JT LOAD SP4J -38.940 GLOB JOIN SP4 JT LOADCN 7Z LOAD AP2J -11.920 GLOB JOIN AP2 JT LOAD AP2R -69.730 GLOB JOIN AP2 RSR LOAD AP3J -11.930 GLOB JOIN AP3 JT LOAD AP3R -27.000 GLOB JOIN AP3 RSR LOAD AP4J -11.930 GLOB JOIN AP4 JT LOAD AP4R -77.980 GLOB JOIN AP4 RSR LOAD FUTR -77.980 GLOB JOIN FUT RSR LOAD H2O -55.000 GLOB JOIN H2O PIPE LOAD SP1J -11.920 GLOB JOIN SP1 JT LOAD SP1R -77.980 GLOB JOIN SP1 RSR LOAD SP2J -11.930 GLOB JOIN SP2 JT LOAD SP3J 4.40000 GLOB JOIN SP3 JT LOAD SP4J -38.940 GLOB JOIN SP4 JT LOADCN 8Z LOAD AP2J -11.920 GLOB JOIN AP2 JT LOAD AP2R -69.730 GLOB JOIN AP2 RSR LOAD AP3J -11.930 GLOB JOIN AP3 JT LOAD AP3R 3.62000 GLOB JOIN AP3 RSR

Calculation Sheet



LOAD AP4J -11.930 GLOB JOIN AP4 JT LOAD AP4R -77.980 GLOB JOIN AP4 RSR LOAD FUTR -77.980 GLOB JOIN FUT RSR LOAD H2O -55.000 GLOB JOIN H2O PIPE LOAD SP1J -11.920 GLOB JOIN SP1 JT LOAD SP1R -77.980 GLOB JOIN SP1 RSR LOAD SP2J -11.930 GLOB JOIN SP2 JT LOAD SP3J 4.40000 GLOB JOIN SP3 JT LOAD SP4J -38.940 GLOB JOIN SP4 JT LOADCN 9Z LOAD AP2J -11.920 GLOB JOIN AP2 JT LOAD AP2R -69.730 GLOB JOIN AP2 RSR LOAD AP3J -11.930 GLOB JOIN AP3 JT LOAD AP3R -21.290 GLOB JOIN AP3 RSR LOAD AP4J -11.930 GLOB JOIN AP4 JT LOAD AP4R -77.980 GLOB JOIN AP4 RSR LOAD FUTR -77.980 GLOB JOIN FUT RSR LOAD H2O -55.000 GLOB JOIN H2O PIPE LOAD SP1J -11.920 GLOB JOIN SP1 JT LOAD SP1R -77.980 GLOB JOIN SP1 RSR LOAD SP2J -11.930 GLOB JOIN SP2 JT LOAD SP3J 4.40000 GLOB JOIN SP3 JT LOAD SP4J -38.940 GLOB JOIN SP4 JT LOADCN 10Z LOAD AP2J -11.920 GLOB JOIN AP2 JT LOAD AP2R -69.730 GLOB JOIN AP2 RSR LOAD AP3J -11.930 GLOB JOIN AP3 JT LOAD AP3R -7.2500 GLOB JOIN AP3 RSR LOAD AP4J -11.930 GLOB JOIN AP4 JT LOAD AP4R -77.980 GLOB JOIN AP4 RSR LOAD FUTR -77.980 GLOB JOIN FUT RSR LOAD H2O -55.000 GLOB JOIN H2O PIPE LOAD SP1J -11.920 GLOB JOIN SP1 JT LOAD SP1R -77.980 GLOB JOIN SP1 RSR LOAD SP2J -11.930 GLOB JOIN SP2 JT LOAD SP3J 4.40000 GLOB JOIN SP3 JT LOAD SP4J -38.940 GLOB JOIN SP4 JT LOADCN 11Z LOAD AP2J -11.920 GLOB JOIN AP2 JT LOAD AP2R -69.730 GLOB JOIN AP2 RSR LOAD AP3J -11.930 GLOB JOIN AP3 JT LOAD AP3R -14.590 GLOB JOIN AP3 RSR LOAD AP4J -11.930 GLOB JOIN AP4 JT LOAD AP4R -77.980 GLOB JOIN AP4 RSR LOAD FUTR -77.980 GLOB JOIN FUT RSR LOAD H2O -55.000 GLOB JOIN H2O PIPE LOAD SP1J -11.920 GLOB JOIN SP1 JT LOAD SP1R -77.980 GLOB JOIN SP1 RSR LOAD SP2J -11.930 GLOB JOIN SP2 JT LOAD SP3J 4.40000 GLOB JOIN SP3 JT LOAD SP4J -38.940 GLOB JOIN SP4 JT LOADCN 12Z LOAD AP2J -11.920 GLOB JOIN AP2 JT LOAD AP2R -69.730 GLOB JOIN AP2 RSR LOAD AP3J -11.930 GLOB JOIN AP3 JT LOAD AP3R -14.590 GLOB JOIN AP3 RSR LOAD AP4J -11.930 GLOB JOIN AP4 JT LOAD AP4R -77.980 GLOB JOIN AP4 RSR LOAD FUTR -77.980 GLOB JOIN FUT RSR LOAD H2O -55.000 GLOB JOIN H2O PIPE LOAD SP1J -11.920 GLOB JOIN SP1 JT LOAD SP1R -77.980 GLOB JOIN SP1 RSR LOAD SP2J -11.930 GLOB JOIN SP2 JT LOAD SP3J 4.40000 GLOB JOIN SP3 JT LOAD SP4J -38.940 GLOB JOIN SP4 JT

Calculation Sheet



LOADCN 13Z LOAD AP2J -11.920 GLOB JOIN AP2 JT LOAD AP2R -69.730 GLOB JOIN AP2 RSR LOAD AP3J -11.930 GLOB JOIN AP3 JT LOAD AP3R -14.590 GLOB JOIN AP3 RSR LOAD AP4J -11.930 GLOB JOIN AP4 JT LOAD AP4R -77.980 GLOB JOIN AP4 RSR LOAD FUTR -77.980 GLOB JOIN FUT RSR LOAD H2O -55.000 GLOB JOIN H2O PIPE LOAD SP1J -11.920 GLOB JOIN SP1 JT LOAD SP1R -77.980 GLOB JOIN SP1 RSR LOAD SP2J -11.930 GLOB JOIN SP2 JT LOAD SP3J 4.40000 GLOB JOIN SP3 JT LOAD SP4J -38.940 GLOB JOIN SP4 JT LOADCN 14Z LOAD AP2J -11.920 GLOB JOIN AP2 JT LOAD AP2R -69.730 GLOB JOIN AP2 RSR LOAD AP3J -11.930 GLOB JOIN AP3 JT LOAD AP3R -14.590 GLOB JOIN AP3 RSR LOAD AP4J -11.930 GLOB JOIN AP4 JT LOAD AP4R -77.980 GLOB JOIN AP4 RSR LOAD FUTR -77.980 GLOB JOIN FUT RSR LOAD H2O -55.000 GLOB JOIN H2O PIPE LOAD SP1J -11.920 GLOB JOIN SP1 JT LOAD SP1R -77.980 GLOB JOIN SP1 RSR LOAD SP2J -11.930 GLOB JOIN SP2 JT LOAD SP3J 4.40000 GLOB JOIN SP3 JT LOAD SP4J -38.940 GLOB JOIN SP4 JT * LOADCNHAP2 LOAD AP2R -248.75 GLOB JOIN HYDRO LOADCNHAP4 LOAD AP4R -249.25 GLOB JOIN HYDRO LOADCNHSP1 LOAD SP1R -249.25 GLOB JOIN HYDRO * LOADCNHFUT LOAD FUTR -249.25 GLOB JOIN HYDRO * * INPLACE EXTREME STORM * LCOMB LCOMB 100 1 1.100 2X 1.000 2Y 1.000 2Z 1.000 LCOMB 101 1 1.100 3X 1.000 3Y 1.000 3Z 1.000 LCOMB 102 1 1.100 4X 1.000 4Y 1.000 4Z 1.000 LCOMB 103 1 1.100 5X 1.000 5Y 1.000 5Z 1.000 LCOMB 104 1 1.100 6X 1.000 6Y 1.000 6Z 1.000 LCOMB 105 1 1.100 7X 1.000 7Y 1.000 7Z 1.000 LCOMB 106 1 1.100 8X 1.000 8Y 1.000 8Z 1.000 LCOMB 107 1 1.100 9X 1.000 9Y 1.000 9Z 1.000 LCOMB 108 1 1.100 10X 1.000 10Y 1.000 10Z 1.000 LCOMB 109 1 1.100 11X 1.000 11Y 1.000 11Z 1.000 LCOMB 110 1 1.100 12X 1.000 12Y 1.000 12Z 1.000 LCOMB 111 1 1.100 13X 1.000 13Y 1.000 13Z 1.000 LCOMB 112 1 1.100 14X 1.000 14Y 1.000 14Z 1.000 * LCOMB 120 1 1.100 2X 1.000 2Y-1.000 2Z 1.000 LCOMB 121 1 1.100 3X 1.000 3Y-1.000 3Z 1.000 LCOMB 122 1 1.100 4X 1.000 4Y-1.000 4Z 1.000 LCOMB 123 1 1.100 5X 1.000 5Y-1.000 5Z 1.000 LCOMB 124 1 1.100 6X 1.000 6Y-1.000 6Z 1.000 LCOMB 125 1 1.100 7X 1.000 7Y-1.000 7Z 1.000 LCOMB 126 1 1.100 8X 1.000 8Y-1.000 8Z 1.000 LCOMB 127 1 1.100 9X 1.000 9Y-1.000 9Z 1.000 LCOMB 128 1 1.100 10X 1.000 10Y-1.000 10Z 1.000

Calculation Sheet



LCOMB 129 1 1.100 11X 1.000 11Y-1.000 11Z 1.000 LCOMB 130 1 1.100 12X 1.000 12Y-1.000 12Z 1.000 LCOMB 131 1 1.100 13X 1.000 13Y-1.000 13Z 1.000 LCOMB 132 1 1.100 14X 1.000 14Y-1.000 14Z 1.000 * LCOMB 140 1 1.100 2X-1.000 2Y 1.000 2Z 1.000 LCOMB 141 1 1.100 3X-1.000 3Y 1.000 3Z 1.000 LCOMB 142 1 1.100 4X-1.000 4Y 1.000 4Z 1.000 LCOMB 143 1 1.100 5X-1.000 5Y 1.000 5Z 1.000 LCOMB 144 1 1.100 6X-1.000 6Y 1.000 6Z 1.000 LCOMB 145 1 1.100 7X-1.000 7Y 1.000 7Z 1.000 LCOMB 146 1 1.100 8X-1.000 8Y 1.000 8Z 1.000 LCOMB 147 1 1.100 9X-1.000 9Y 1.000 9Z 1.000 LCOMB 148 1 1.100 10X-1.000 10Y 1.000 10Z 1.000 LCOMB 149 1 1.100 11X-1.000 11Y 1.000 11Z 1.000 LCOMB 150 1 1.100 12X-1.000 12Y 1.000 12Z 1.000 LCOMB 151 1 1.100 13X-1.000 13Y 1.000 13Z 1.000 LCOMB 152 1 1.100 14X-1.000 14Y 1.000 14Z 1.000 * LCOMB 160 1 1.100 2X-1.000 2Y-1.000 2Z 1.000 LCOMB 161 1 1.100 3X-1.000 3Y-1.000 3Z 1.000 LCOMB 162 1 1.100 4X-1.000 4Y-1.000 4Z 1.000 LCOMB 163 1 1.100 5X-1.000 5Y-1.000 5Z 1.000 LCOMB 164 1 1.100 6X-1.000 6Y-1.000 6Z 1.000 LCOMB 165 1 1.100 7X-1.000 7Y-1.000 7Z 1.000 LCOMB 166 1 1.100 8X-1.000 8Y-1.000 8Z 1.000 LCOMB 167 1 1.100 9X-1.000 9Y-1.000 9Z 1.000 LCOMB 168 1 1.100 10X-1.000 10Y-1.000 10Z 1.000 LCOMB 169 1 1.100 11X-1.000 11Y-1.000 11Z 1.000 LCOMB 170 1 1.100 12X-1.000 12Y-1.000 12Z 1.000 LCOMB 171 1 1.100 13X-1.000 13Y-1.000 13Z 1.000 LCOMB 172 1 1.100 14X-1.000 14Y-1.000 14Z 1.000 * * * HYDROTEST * LCOMB 200 1 1.100HAP2 1.000 LCOMB 201 1 1.100HAP4 1.000 LCOMB 202 1 1.100HSP1 1.000 LCOMB 203 1 1.100HFUT 1.000 END ***SPMB** J623FUTR J623FUTR ***SPJT** J700TJ701TJ702TJ704TJ705TJ706TJ623T END

Calculation Sheet



SACS Joint Can File for Grid A “angel-deck-riser-guides-grid-a.jcn”: JCNOPT API MN T AID0.50 MX PT * * FILENAME: ANGEL-DECK-RISER-GUIDES-GRID-A.JCN * * * SUBSTITUTION OF CHORD YIELD STRESS WITH 0.8 MIN TENSILE * ========================================================= * UMOD 41.4 41.36 * RELIEF * END

Calculation Sheet



SACS Input File for Grid E “angel-deck-riser-guides-grid-e.inp”: LDOPT SF NF+Z 1.028 7.85 -80.50 80.50GLOBMN CMBMPT WOODSIDE ENERGY LTD - ANGEL TOPSIDES - GRID E RISER AND J-TUBE SUPPORTS **************************************************************************** * SACS MODEL DESCRIPTION * * ====================== * * * * PROJECT TITLE : ANGEL PROJECT * * CLIENT : WOODSIDE ENERGY LTD * * MODEL DESCRIPTION : ANGEL TOPSIDES - GRID E RISER AND J-TUBE SUPPORTS * * ====================== * *==========================================================================* * FILENAME : ANGEL-DECK-RISER-GUIDES-GRID-E.INP * * ORIGINATOR : S D BEVIS DATE: 10-11-2006 * * CHECKER : G BROWN DATE: 22-01-2007 * * * * * *==========================================================================* * OPTIONS MN SDUC 4 2 PT PTPT PT * * LCSEL ST 100 101 102 103 * UCPART 1.001000. 0.70 1.00 0.00 0.70 AMOD AMOD 100 1.333 101 1.333 102 1.333 103 1.333 SECT * SECT PG20 PLG 40.002.500150.002.000 SECT PG21 PLG 40.003.000150.002.000 SECT PG22 PLG 50.003.000150.002.000 SECT PG43 PLG 70.004.000200.003.000 SECT ME0 PLG 110.003.000150.003.000 SECT ME2 PLG 110.004.000150.002.000 SECT ME4 PLG 110.003.000150.003.000 SECT CE2 PLG 120.004.000200.004.000 * SECT LEGCONE CON 200.007.000250.00 GRUP * GRUP P21 PG21 34.500 20.50 8.0034.50 1 1.001.00 5.80N 7.850 GRUP P22 PG22 34.500 20.50 8.0034.50 1 1.001.00 5.80N 7.850 GRUP P43 PG43 34.500 20.50 8.0034.50 1 1.001.00 5.80N 7.850 GRUP G20 PG20 41.400 20.50 8.0041.40 1 1.001.00 5.80N 7.850 GRUP G43 PG43 41.400 20.50 8.0041.40 1 1.001.00 5.80N 7.850 * GRUP ME0 ME0 34.500 20.50 8.0034.50 1 1.001.00 1.50N 7.850 GRUP ME2 ME2 41.400 20.50 8.0041.40 1 1.001.00 1.50N 7.850 GRUP ME4 ME4 34.500 20.50 8.0034.50 1 1.001.00 1.50N 7.850 GRUP CE2 CE2 41.400 20.50 8.0041.40 1 1.001.00 1.50N 7.850 GRUP LG1 LEGCONE 20.50 8.0041.40 1 1.001.00 N 7.8501.5 GRUP LG1 250.00 6.000 20.50 8.0041.40 1 1.001.00 0.50N 7.850 GRUP T12 27.300 1.270 20.50 8.0035.50 1 1.001.00 0.50N 7.850 GRUP T43 61.000 1.600 20.50 8.0034.50 1 1.001.00 0.50N 7.850 GRUP T44 61.000 2.000 20.50 8.0034.50 1 1.001.00 0.50N 7.850 GRUP T50 76.200 1.600 20.50 8.0034.50 1 1.001.00 0.50N 7.850 GRUP T53 76.200 2.500 20.50 8.0034.50 1 1.001.00 0.50N 7.850 GRUP T58 90.000 2.000 20.50 8.0034.50 1 1.001.00 0.50N 7.850 GRUP V51 76.200 1.910 20.50 8.0041.40 1 1.001.00 0.50N 7.850 GRUP V78 100.00 4.000 20.50 8.0041.40 1 1.001.00 0.50N 7.850 GRUP W40 200.00 4.000 20.50 8.0041.40 1 1.001.00 0.50N 7.850 GRUP W46 200.00 6.000 20.50 8.0041.40 1 1.001.00 0.50N 7.850

Calculation Sheet



GRUP W48 200.00 7.000 20.50 8.0041.40 1 1.001.00 0.50N 7.850 GRUP W50 200.00 8.000 20.50 8.0041.40 1 1.001.00 0.50N 7.850 GRUP W62 250.00 6.000 20.50 8.0041.40 1 1.001.00 0.50N 7.850 GRUP W64 250.00 7.000 20.50 8.0041.40 1 1.001.00 0.50N 7.850 MEMBER * MEMBER 8220822B G20SK L 10.010.010.00 MEMBER 822B842D G20SK L 10.010.010.00 MEMBER 8420842B ME2SK L 10.010.010.00 MEMBER 842B862D G20SK L 10.010.010.00 MEMBER 842D8420 ME2SK L 10.010.010.00 MEMBER 862D8620 G20SK L 10.010.010.00 MEMBER 6220622B G43SK L 10.010.010.00 MEMBER 622B642D G43SK L 10.010.010.00 MEMBER 622D6220 G43SK L 8.508.50 8.50 MEMBER 6420642B CE2SK L 10.010.010.00 MEMBER 642B662D G43SK L 10.010.010.00 MEMBER 642D6420 CE2SK L 10.010.010.00 MEMBER 6620662B G43SK L 8.508.50 8.50 MEMBER 662B6820 G43SK L 8.508.50 8.50 MEMBER 662D6620 G43SK L 10.010.010.00 MEMBER J222J22C LG1 L 60.09.30 MEMBER J622J623 LG1 L 60.09.30 * MEMBER 80208021 ME0SK L 8.508.50 8.50 MEMBER 8021822D P21SK L 8.508.50 8.50 MEMBER 822D8220 P21SK L 8.508.50 8.50 MEMBER 8620862B P22SK L 8.508.50 8.50 MEMBER 862B8819 P22SK L 8.508.50 8.50 MEMBER 88198820 ME4SK L 8.508.50 8.50 * MEMBER 6020622D P43SK L 8.508.50 8.50 MEMBER J421NRAJ T12 L 3.153.15 MEMBER 60207030 T43SK L 4.1514.3 MEMBER 68207830 T53SK L 4.1514.3 MEMBER 70308020 T43SK L 4.0514.3 MEMBER 78308820 T50SK L 4.0514.3 MEMBER 64208420 T44SK L 4.1514.3 MEMBER162218021 T58SK L 12.9 MEMBER OFFSETS -18.90 MEMBER 6221842D T58SK L 13.4 MEMBER 6621842B T58SK L 13.4 MEMBER166218819 T58SK L 12.9 MEMBER OFFSETS -20.00 MEMBER J221J421 V51 L 20.020.0 MEMBER J421J621 V51 L 20.020.0 MEMBER1J221642D V78 L 10.7 MEMBER OFFSETS 24.20 MEMBER1J621642B V78 L 10.7 MEMBER OFFSETS 24.20 MEMBER 62206221 W46SK L 4.1514.3 MEMBER 62217231 W46SK L 4.1514.3 MEMBER 66206621 W46SK L 4.1514.3 MEMBER 66217631 W46SK L 4.1514.3 MEMBER J220J22A W48 L 60.012.8 MEMBER J221J22B W48 L 60.09.30 MEMBER J620J621 W48 L 60.012.8 MEMBER J621J622 W48 L 60.09.30 MEMBER 72818220 W50SK L 6.0514.3 MEMBER 76818620 W50SK L 6.0514.3 MEMBER J2236220 W64 L 60.09.30 MEMBER J6236620 W64 L 60.09.30 MEMBER 72317281 W40SK L 4.0514.3 MEMBER 76317681 W40SK L 4.0514.3 MEMBER J22AJ221 W48 L 60.012.8

Calculation Sheet



MEMBER J22ASCG7 T12 L 3.743.74 MEMBER J22BJ222 W48 L 60.09.30 MEMBER J22BSCA2 T12 L 3.743.74 MEMBER J22CJ223 W62 L 60.09.30 MEMBER J22CSCG8 T12 L 3.743.74 JOINT JOINT SCG7 251.100 98.600 17.500 JOINT 6020 241.500100.000 27.800 010000 JOINT 6220 250.000100.000 27.800 010000 JOINT 6221 250.000100.000 28.247 JOINT 622B 251.000100.000 27.800 JOINT 622D 249.000100.000 27.800 JOINT 6420 260.000100.000 27.800 010000 JOINT 642B 260.131100.000 27.800 JOINT 642D 259.869100.000 27.800 JOINT 6620 270.000100.000 27.800 010000 JOINT 6621 270.000100.000 28.247 JOINT 662B 271.000100.000 27.800 JOINT 662D 269.000100.000 27.800 JOINT 6820 278.500100.000 27.800 010000 JOINT 7030 241.500100.000 31.950 JOINT 7281 250.000100.000 38.765 JOINT 7681 270.000100.000 38.765 JOINT 7830 278.500100.000 31.950 JOINT 8020 241.500100.000 42.050 010000 JOINT 8021 241.994100.000 42.050 JOINT 8220 250.000100.000 42.050 010000 JOINT 822B 251.000100.000 42.050 JOINT 822D 249.000100.000 42.050 * * GRID 2 * JOINT 8420 260.000100.000 42.050 010000 JOINT 842B 260.433100.000 42.050 JOINT 842D 259.567100.000 42.050 JOINT 8620 270.000100.000 42.050 010000 JOINT 862B 271.000100.000 42.050 JOINT 862D 269.000100.000 42.050 JOINT 8819 277.926100.000 42.050 JOINT 8820 278.500100.000 42.050 010000 * * TOPSIDE JOINTS JOINT J220 250.000100.000 16.500 111111 JOINT J221 250.000100.000 18.500 JOINT J222 250.000100.000 21.350 JOINT J223 250.000100.000 25.800 JOINT J421 254.650100.000 18.500 JOINT J620 270.000100.000 16.500 111111 JOINT J621 270.000100.000 18.500 JOINT J622 270.000100.000 21.350 JOINT J623 270.000100.000 25.800 JOINT NRAJ 254.650 98.500 18.500 JOINT 7231 250.000100.000 34.800 JOINT 7631 270.000100.000 34.800 JOINT J22A 250.000100.000 17.500 JOINT J22B 250.000100.000 21.000 JOINT SCA2 251.100 98.600 21.000 JOINT J22C 250.000100.000 24.400 JOINT SCG8 251.100 98.600 24.400 LOAD * ********************** * LOADING DEFINITION * ********************** *

Calculation Sheet



LOADCN 1 LOADLB 1SELF GENERATED PRIMARY STEEL DL DEAD DEAD -Z M LOADCN 2X LOAD NRAJ 82.6400 41.1600 GLOB JOIN NRA JT X LOAD SCG7 68.0000 GLOB JOIN SEWAGE X LOAD SCG8 68.0000 GLOB JOIN SEWAGE X LOAD SCA2 68.0000 GLOB JOIN SEWAGE X * LOADCN 2Y LOAD NRAJ 82.6400 41.1600 GLOB JOIN NRA JT Y LOAD SCG7 68.0000 GLOB JOIN SEWAGE Y LOAD SCG8 68.0000 GLOB JOIN SEWAGE Y LOAD SCA2 68.0000 GLOB JOIN SEWAGE Y * LOADCN 2Z LOAD NRAJ -52.140 GLOB JOIN NRA JT Z LOAD SCG7 -20.000 GLOB JOIN SEWAGE Z LOAD SCG8 -20.000 GLOB JOIN SEWAGE Z LOAD SCA2 -83.000 GLOB JOIN SEWAGE Z * * INPLACE EXTREME STORM * LCOMB LCOMB 100 1 1.100 2X 1.000 2Y 1.000 2Z 1.000 LCOMB 101 1 1.100 2X 1.000 2Y-1.000 2Z 1.000 LCOMB 102 1 1.100 2X-1.000 2Y 1.000 2Z 1.000 LCOMB 103 1 1.100 2X-1.000 2Y-1.000 2Z 1.000 END END

Calculation Sheet



SACS Joint Can File for Grid E “angel-deck-riser-guides-grid-e.jcn”: JCNOPT API MN T AID0.50 MX PT * * FILENAME: ANGEL-DECK-RISER-GUIDES-GRID-E.JCN * * * SUBSTITUTION OF CHORD YIELD STRESS WITH 0.8 MIN TENSILE * ========================================================= * UMOD 41.4 41.36 * RELIEF * END

Calculation Sheet



APPENDIX B – PRODUCED WATER PIPE ANCHOR CLAMP DESIGN

Calculation Sheet



Produced Water Overboard Pipe Anchor Clamp Design: Design loading (refer to System 204 stress isometric).

PH = 95kN

PV = 55kN

The anchor stub is orientated in the horizontal plane 36.25° west of platform north.

Assume maximum transverse / longitudinal load in the plane of the clamp = 95(sin36.25° + cos36.25°) = 133kN. These maximum loads cannot occur simultaneously but the clamp will conservatively be checked as if they could.

Bolts will be pre-tensioned to 100kN.

Try 6 x M24 ASTM A490 bolts.

Pull off force = 133kN

Tension per bolt = kN.2226

133=

Additional tension due to eccentric load on shell:

PV

e

e = half ID of shell = 215mm

M = PV x e = 55 x 0.215 = 11.8kNm

Bolts are 155mm c/c

Max tension in top bolts due to moment = ( ) ( ) kNx. 1531021552

3101081122

3=

×+××

Max tension in bolt is the maximum of 22.2 + 15 = 37.2kN and pre-tension.

∴ TMax = 100kN

Calculation Sheet



Transverse shear on bolts:

The caisson may bear up against one side of the clamp. Check shear on 3 bolts only.

kN.V 3443

133==

Vertical shear per bolt = kN.296

55=

Resultant shear per bolt = kN... 24529344 22 =+

ksi.MPa..fv 51499924

4102452

3==

×π××

=

Allowable tensile stress = ( ) MPaksi..f. v 3171464788291675354 22 ==−=−

Actual tensile stress = OKMPaMPa ∴<=×π

×× 31722124

4101002

3

Adopt 6 x M24 ASTM A490 bolts.

Check Bolt Flange Thickness for 100kN Bolt Tension: By yield line method:

Assume fixed on 3 sides:

155

D

Flange Dimensions and Assumed Yield Lines

Introduce a deflection ∆ at the bolt hole. External Work = Internal Energy.

External Energy, UEXT = P∆

Internal Energy, UINT = ΣMPθL

Calculation Sheet



Along AB and CD: ∆=∆×= PPINT M.M.

U 8392577

1102

Along AC: ∆=∆= PPINT M.MU 444345

155

Along AE and CE, UINT = ∆=∆⎥⎦⎤

⎢⎣⎡ + PP M.M

.. 6064

57745

455772

Along BE and DE, UINT = ∆=∆⎥⎦⎤

⎢⎣⎡ + PP M.M

.. 0624

57765

655772

Total UINT = (2.389 + 3.444 + 4.606 + 4.062)MP∆ = 14.951MP∆

Since 14.951P∆ = 100∆

MP = mm/Nmm.

66899511410100 3

=×

If the allowable bending = 0.75Fy

43457506689

2t. ××=

Required t = 10.2mm => 20mm plate provided ∴ OK

Check Shell and Stiffeners Moment in arch section due to pull off force conservatively assuming pinned supports (Ref Roark 7th Ed Table 9.3, Case 1a).

As shown in the diagram opposite:

Radius to neutral axis = 246.2mm

Radius to centroidal axis, R = 232.1mm

∴ e = 246.2 – 232.1 = 14.1mm

Area = 22,240mm²

Min Z = 406.0 x 10³mm³

060701232

114 ..

.Re

===α

19001232

11430121212 ..

.).(.R

e)(F=

×+×=

ν+=β

k1 = 1 – α + β = 1 – 0.0607 +0.19 =1.129

k2 = 1 – α = 1 – 0.0607 = 0.939

θ = 90° = 1.571 radians

Calculation Sheet



φ = 0° = 0 radians

s = sin θ = 1.0

c = cos θ = 0.0

n = sin j = 0.0

m = cos φ = 1.0

AHH = 1.129 x 1.571 = 1.774

( ) ( )⎥⎦⎤

⎢⎣

⎡ −+−+φ−θ= mcckmckncscWLPH 2221

2

LPH = 133[0 – 0 + 0.565(0 – 1.0) + 0) = 75kN

kN..A

LPHHH

HA 342

774175

===

VA = 66.5kN by inspection

Moment in shell = (66.5 x 0.226) – (42.3 x 0.226) = 5.5kNm

MPa..fb 513104061055

3

6=

××

= => OK by inspection.

Check Shell at Point A (see diagram opposite) Say MA due to transverse load = 133 x 0.170 = 22.6kNm (conservative)

Additional moment due to bolt tension = 100 x 0.129 = 12.9kNm

Total MA = 22.6 + 12.9 = 35.5kNm

Axial Load = 133kN

MPa..fb 4871040610535

3

6

=××

=

MPa.fa 0622240

133000==

OK by inspection.

Check Bending in Shell Due to Vertical Load: Assume bending is resisted by 2 vertical strips of shell at points A and B above.

M = 55 x (0.215 + 0.17) = 21.2kNm

MPa..fb 57650202

6102212

6

=××

××= => OK by inspection.

Calculation Sheet



Size Stiffener to Shell Welds: Check as a composite section as shown in previous sketch.

Say shear area = (110 x 20) + 4(110 x 16) = 9,240mm²

Shear capacity = 0.4 x 345 x 92,400 x 10-3 = 1275kN

Shell area = 650 x 20 = 13,000mm²

Distance from centroid of shell to NA = 21mm

I =40.13 x 106mm4

Assuming 10 welds, mm/N.nI

VQq 86710134010

211300012750006 =

××××

==

Required weld = mm..

5848030

2867 =××

Since the above check was extremely conservative (actual shear load is only 133kN) 8mm CFW are deemed adequate. For the top stiffener only that also acts as a bearing plate for the pipe collar, replace 8mm CFW with a CJP ground flush.

Check Stiffener to Stub Welds: Total weld length = 8 x 150 = 1200mm

Capacity of 8mm CFW = kN.. 59771048030281200 3 =××××× − =>OK by inspection.

Calculation Sheet



APPENDIX C – RISER AND J-TUBE LOADING FROM SUBSEA DESIGN CONTRACTOR

Calculation Sheet



Calculation Sheet



APPENDIX D – STRESS ISOMETRIC FOR SYSTEM 204

t3000cs2264050_0 calculation riser supports

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