WHP-C1-P-R-0005Rev0

7/28/2019 WHP-C1-P-R-0005Rev0

1/75

7/28/2019 WHP-C1-P-R-0005Rev0

2/75

Document Number

Project : WHP-C1 Additional Flowline EngineeringWHP-C1-P-R-0005

PIPE STRESS ANALYSISRev

0

Page

2 of 75

CONTENTS

1.0 INTRODUCTION ...................................................................................................................3

2.0 SCOPE OF WORK .................................................................................................................4

4.0 DESIGN CRITERIA...............................................................................................................6

5.0 CONCLUSION ........................................................................................................................7

6.0 REFERENCES ........................................................................................................................7

APPENDIX A ....................................................................................................................................... 8

7/28/2019 WHP-C1-P-R-0005Rev0

3/75

Document Number



0

Page

3 of 75

1.0 INTRODUCTION

Japan Vietnam Petroleum Company (JVPC) operates the Rang Dong oil field located in

Block 15-2 offshore Vietnam. Stage 1 of the Rang Dong Full Field Development was

completed in November 2003.

Currently, the field facilities comprise of an FPSO (Rang Dong 1), 4 wellhead platforms

namely, WHP-N1, WHP-E1, WHP-S1 and WHP-C1, a compression and water injection

platform NCWI, a utility and living quarter platform NULQ, a central liquids production

platform CLPP, and the in-field pipeline system.

The scope of work for this modification of WHP-C1 includes:

Gas lift line from gas lift manifold to slot 07.

7/28/2019 WHP-C1-P-R-0005Rev0

4/75

Document Number



0

Page

4 of 75

2.0 SCOPE OF WORK

The scope of analysis is limited to the pipe stress of the following lines, in accordance to

the requirements of RDF-00-P-T-0002 (The Basis for Pipe Stressing Analysis). The

detailed model input and results can be found in Appendix A.

Part A: Hydrocarbon gas from gas lift manifold to well slot 07

a) From gas lift manifold to well slot 07 via line 2-PG-F-1008.

7/28/2019 WHP-C1-P-R-0005Rev0

5/75

Document Number



0

Page

5 of 75

3.0 DESIGN DATA

The pipe properties, design temperature and pressure for the line are given in the

following table.

Line No. 2-PG-F-1008

Outside Diameter

(mm)60

Wall Thickness(mm)

11.07

Corrosion Allowance

(mm)1.5

Pipe Material ASTM A106 Gr. B / API 5L Gr. B

Fluid Density

(kg / m3)2

Design Pressure

(kPa)13930

Hydrotest Pressure

(kPa)20895

Design Temperature

(oC)100 / -28

7/28/2019 WHP-C1-P-R-0005Rev0

6/75

Document Number



0

Page

6 of 75

4.0 DESIGN CRITERIA

4.1 Design Code

The pipe stress analysis is carried out using CAESAR II Version 5.0, which meets the

requirements of ASME B31.3. The lines are analyzed for the following load cases:

1. Hydrotest

2. Operating

3. Sustained

4. Expansion

4.2 Assumptions & Input Parameters

1. For the pipe stress analyses of the WHP-C1 gas lift modification lines, the tie-in

flanges to the choke valves are assumed as anchor supports that displace vertically by

170mm, accordingly with the Christmas trees.2. The wind effects on the piping are considered with data derived from WHP-C1-A-A-

0030 Rev. 0, WHP-C1 Facility Basis of Design.

3. Occasional load cases consist of 100-year cyclone wind speed of 51 m/s.

4. Ambient temperature of 19oC (lowest ambient) is used in the analyses.

5. Effects due to earthquake are considered negligible.

7/28/2019 WHP-C1-P-R-0005Rev0

7/75

Document Number



0

Page

7 of 75

5.0 CONCLUSION

The overall piping system meets the code stress requirements as prescribed in ASME

B31.3 and the proposed support locations and types of supports are considered to be safe

from the view point of stress for the given design conditions. The details of the input and

output data can be referred to in Appendix A.

6.0 REFERENCES

1. Drawing No. WHP-C1-P-I-1010 Rev. 0 Sheet 1/3



4. Drawing No. WHP-C1-P-I-1010A Rev. 0 Sheet 1/1

5. Drawing No. WHP-C1-P-I-1010B Rev. 0 Sheet 1/1





7/28/2019 WHP-C1-P-R-0005Rev0

8/75

Document Number



0

Page

8 of 75

APPENDIX A

HYDROCARBON GAS FROM GAS LIFT MANIFOLD TO WELL SLOT 07

Line Number:2-PG-F-1008

7/28/2019 WHP-C1-P-R-0005Rev0

9/75

7/28/2019 WHP-C1-P-R-0005Rev0

10/75

7/28/2019 WHP-C1-P-R-0005Rev0

11/75

7/28/2019 WHP-C1-P-R-0005Rev0

12/75

7/28/2019 WHP-C1-P-R-0005Rev0

13/75

7/28/2019 WHP-C1-P-R-0005Rev0

14/75

7/28/2019 WHP-C1-P-R-0005Rev0

15/75

7/28/2019 WHP-C1-P-R-0005Rev0

16/75

7/28/2019 WHP-C1-P-R-0005Rev0

17/75

7/28/2019 WHP-C1-P-R-0005Rev0

18/75

7/28/2019 WHP-C1-P-R-0005Rev0

19/75

C A E S A R I I VER.5.00.4, (Build 060707) JUL 22,2006 11:37:34

Jobname: C:\DOCUMENTS AND SETTINGS\TOAN\MY DOCUMENTS\PROJECTS\W...\1010B & 1008

Licensed To: MARINE ENGINEERING SERVICES PTE. LTD. ID: 16548

PIPE DATA

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

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

From 10 To 20 DY= 678.550 mm.

PIPE

Dia= 168.275 mm. Wall= 14.275 mm. Insul= .000 mm. Cor= 1.5000 mm.

GENERAL

T1= 100 C T2= -28 C P1= 13930 KPa PHyd= 20895 KPa

Mat= (106)A106 B E= 203,395,328 KPa v = .292 Density= .0078 kg./cu.cm.

Fluid= .0010300 kg./cu.cm.

RESTRAINTS

Node 10 ANC

WAVE

ALLOWABLE STRESSES

B31.3 (2004) Sc= 137,895 KPa Sh1= 137,895 KPa Sh2= 137,895 KPa

Sh3= 137,895 KPa Sh4= 137,895 KPa Sh5= 137,895 KPa Sh6= 137,895 KPa

Sh7= 137,895 KPa Sh8= 137,895 KPa Sh9= 137,895 KPa

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

From 20 To 30 DY= 342.900 mm.

GENERAL

RIGID Weight= 1,800.00 N.

WAVE

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

From 30 To 40 DY= 5,109.550 mm.GENERAL

WAVE

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

From 40 To 50 DY= 5,000.000 mm.

GENERAL

BEND at "TO" end

Radius= 228.600 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 49

Angle/Node @2= .00 48

WAVE

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

From 50 To 60 DX= 1,162.000 mm.

GENERAL

BEND at "TO" end



WAVE

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

From 60 To 70 DZ= -960.000 mm.

GENERAL

RESTRAINTS

Node 70 +Y

Node 70 X Gap= 2.000 mm.

Node 70 -Y Gap= 2.000 mm.

WAVE

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

From 70 To 80 DZ= -4,346.000 mm.

GENERAL

RESTRAINTS

Node 80 +Y

Node 80 X Gap= 2.000 mm.

Node 80 -Y Gap= 2.000 mm.

WAVE

-----------------------------------------------------------------------------From 80 To 90 DZ= -1,104.000 mm.

BEND at "TO" end



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

From 90 To 100 DY= 2,228.000 mm.

GENERAL

BEND at "TO" end



WIND

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

From 100 To 110 DX= 722.000 mm.

GENERAL

RESTRAINTS

Node 110 +Y

Node 110 Z Gap= 2.000 mm.

Node 110 -Y Gap= 2.000 mm.

WIND

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

From 110 To 120 DX= 413.300 mm.

GENERAL

7/28/2019 WHP-C1-P-R-0005Rev0

20/75




WIND

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

From 120 To 130 DX= 888.400 mm.

GENERAL


WIND

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

From 130 To 140 DX= 252.300 mm.

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

From 140 To 150 DX= 360.000 mm.

RESTRAINTS

Node 150 +Y


Node 150 -Y Gap= 2.000 mm.

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

From 150 To 160 DX= 206.300 mm.

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

From 160 To 170 DX= 889.400 mm.


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

From 170 To 180 DX= 409.300 mm.

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

From 180 To 190 DX= 258.000 mm.

SIF's & TEE'sNode 190 Weldolet

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

From 190 To 200 DY= 436.000 mm.

PIPE

Dia= 60.325 mm. Wall= 8.738 mm. Insul= .000 mm.

RIGID Weight= 253.59 N.

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

From 190 To 210 DX= 400.000 mm.

PIPE


SIF's & TEE's

Node 210 Weldolet

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

From 210 To 220 DY= 436.000 mm.

PIPE



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

From 210 To 230 DX= 500.000 mm.

PIPE


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

From 230 To 240 DX= 240.000 mm.

GENERAL

RESTRAINTS

Node 240 +Y


Node 240 -Y Gap= 2.000 mm.

WIND

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

From 240 To 250 DX= 463.000 mm.

GENERAL

BEND at "TO" endRadius= 228.600 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 249

WIND

Wind Shape= .650

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

From 250 To 260 DY= 388.000 mm.

GENERAL

WIND

Wind Shape= .650

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

From 260 To 270 DY= 1,447.000 mm.

GENERAL

BEND at "TO" end



WIND

Wind Shape= .650

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

From 270 To 280 DZ= 2,101.000 mm.

GENERAL

WIND

Wind Shape= .650

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

7/28/2019 WHP-C1-P-R-0005Rev0

21/75




From 280 To 290 DZ= 379.000 mm.

BEND at "TO" end



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

From 290 To 300 DX= -379.000 mm.

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

From 300 To 310 DX= -373.000 mm.

RESTRAINTS

Node 310 +Y

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

From 310 To 320 DX= -627.000 mm.

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

From 320 To 330 DX= -350.000 mm.

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

From 330 To 340 DX= -403.000 mm.

RESTRAINTS

Node 340 +Y

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

From 340 To 350 DX= -697.000 mm.

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

From 350 To 360 DX= -350.000 mm.

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

From 360 To 370 DX= -253.000 mm.RESTRAINTS

Node 370 +Y

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

From 370 To 380 DX= -108.300 mm.

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

From 380 To 390 DX= -279.400 mm.


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

From 390 To 400 DX= -356.300 mm.

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

From 400 To 410 DX= -350.000 mm.

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

From 410 To 420 DX= -343.000 mm.

RESTRAINTS

Node 420 +Y

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

From 420 To 430 DX= -113.300 mm.

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

From 430 To 440 DX= -279.400 mm.


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

From 440 To 450 DX= -261.300 mm.

SIF's & TEE's

Node 450 Weldolet

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

From 450 To 460 DX= -350.000 mm.

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

From 460 To 470 DX= -795.000 mm.

RESTRAINTS

Node 470 +Y


Node 470 -Y Gap= 2.000 mm.

-----------------------------------------------------------------------------From 470 To 480 DX= -205.000 mm.

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

From 480 To 490 DX= -156.300 mm.

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

From 490 To 500 DX= -195.326 mm.


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

From 450 To 1020 DY= 723.600 mm.

PIPE


GENERAL


WIND

Wind Shape= .650

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

From 1020 To 1030 DY= 108.400 mm.

SIF's & TEE's

Node 1030 Weldolet

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

From 1030 To 1040 DX= 125.000 mm. DZ= 125.000 mm.

PIPE


7/28/2019 WHP-C1-P-R-0005Rev0

22/75




SINGLE FLANGED BEND at "TO" end


Angle/Node @2= .00 1038

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

From 1040 To 1050 DY= -30.000 mm.

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

From 1050 To 1060 DY= -564.000 mm.


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

From 1030 To 1070 DY= 119.400 mm.

PIPE


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

From 1070 To 1080 DY= 575.200 mm.


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

From 1080 To 1090 DY= 84.400 mm.



Angle/Node @2= .00 1088

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

From 1090 To 1100 DZ= 350.000 mm.

BEND at "TO" end

Radius= 76.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1099Angle/Node @2= .00 1098

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

From 1100 To 1110 DY= -988.000 mm.

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

From 1110 To 1120 DY= -235.000 mm.


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

From 1120 To 1130 DY= -320.000 mm.

BEND at "TO" end


Angle/Node @2= .00 1128

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

From 1130 To 1140 DZ= 352.000 mm.

BEND at "TO" end


Angle/Node @2= .00 1138

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

From 1140 To 1150 DX= 158.652 mm.

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

From 1150 To 1160 DX= 76.200 mm.

REDUCER

Diam2= 33.401 mm. Wall2= 9.093 mm.

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

From 1160 To 1170 DX= 355.296 mm.

PIPE



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

From 1170 To 1180 DX= 76.200 mm.

REDUCER

Diam2= 60.325 mm. Wall2= 11.074 mm.

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

From 1180 To 1190 DX= 158.652 mm.PIPE


BEND at "TO" end


Angle/Node @2= .00 1188

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

From 1190 To 1200 DY= -877.000 mm.

BEND at "TO" end


Angle/Node @2= .00 1198

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

From 1200 To 1210 DZ= 152.000 mm.

BEND at "TO" end


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

From 1210 To 1220 DX= 277.000 mm.

RESTRAINTS

Node 1220 +Y

Node 1220 Z Gap= 2.000 mm.

Node 1220 -Y Gap= 2.000 mm.

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

From 1220 To 1230 DX= 1,257.000 mm.

7/28/2019 WHP-C1-P-R-0005Rev0

23/75




BEND at "TO" end


Angle/Node @2= .00 1228

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

From 1230 To 1240 DZ= 292.000 mm.

RESTRAINTS

Node 1240 +Y

Node 1240 X Gap= 2.000 mm.

Node 1240 -Y Gap= 2.000 mm.

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

From 1240 To 1250 DZ= 306.400 mm.

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

From 1250 To 1260 DZ= 203.200 mm.


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

From 1260 To 1270 DZ= 3,230.400 mm.

RESTRAINTS

Node 1270 +Y

Node 1270 X Gap= 2.000 mm.

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

From 1270 To 1280 DZ= 2,190.400 mm.

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

From 1280 To 1290 DZ= 203.200 mm.

RIGID Weight= 280.00 N.-----------------------------------------------------------------------------

From 1290 To 1300 DZ= 84.400 mm.



Angle/Node @2= .00 1298

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

From 1300 To 1310 DY= -153.000 mm.

BEND at "TO" end


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

From 1310 To 1320 DX= 470.000 mm.

RESTRAINTS

Node 1320 +Y

Node 1320 Z Gap= 2.000 mm.

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

From 1320 To 1330 DX= 4,217.000 mm.

RESTRAINTS

Node 1330 +Y

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

From 1330 To 1340 DX= 157.000 mm.



Angle/Node @2= .00 1338

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

From 1340 To 1350 DZ= 83.400 mm.

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

From 1350 To 1360 DZ= 203.200 mm.


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

From 1360 To 1370 DZ= 904.400 mm.

BEND at "TO" end


Angle/Node @2= .00 1368-----------------------------------------------------------------------------

From 1370 To 1380 DY= -624.000 mm.

SIF's & TEE's

Node 1380 Weldolet

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

From 1380 To 1390 DZ= -177.000 mm.

PIPE




Angle/Node @2= .00 1388

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

From 1390 To 1400 DY= -30.000 mm.

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

From 1400 To 1410 DY= -563.000 mm.


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

From 1380 To 1420 DY= -157.400 mm.

PIPE


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

From 1420 To 1430 DY= -575.200 mm.

7/28/2019 WHP-C1-P-R-0005Rev0

24/75





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

From 1430 To 1440 DY= -83.400 mm.



Angle/Node @2= .00 1438

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

From 1440 To 1450 DZ= 200.000 mm.

SIF's & TEE's

Node 1450 Weldolet

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

From 1450 To 1460 DY= -177.000 mm.

PIPE


BEND at "TO" end


Angle/Node @2= .00 1458

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

From 1460 To 1470 DX= 145.000 mm.



Angle/Node @2= .00 1468

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

From 1470 To 1480 DZ= -30.000 mm.-----------------------------------------------------------------------------

From 1480 To 1490 DZ= -563.000 mm.


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

From 1450 To 1500 DZ= 150.000 mm.

PIPE


RESTRAINTS

Node 1500 +Y

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

From 1500 To 1510 DZ= 213.000 mm.

SIF's & TEE's

Node 1510 Welding Tee

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

From 1510 To 1520 DY= 71.400 mm.

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

From 1520 To 1530 DY= 307.600 mm.


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

From 1510 To 1540 DZ= 140.000 mm.

BEND at "TO" end


Angle/Node @2= .00 1538

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

From 1540 To 1550 DX= -503.000 mm.



Angle/Node @2= .00 1548

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

From 1550 To 1560 DY= 84.400 mm.

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

From 1560 To 1570 DY= 942.200 mm.

RIGID Weight= 1,762.86 N.-----------------------------------------------------------------------------

From 1570 To 1580 DY= 72.400 mm.

SIF's & TEE's

Node 1580 Welding Tee

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

From 1580 To 1590 DX= 71.400 mm.

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

From 1590 To 1600 DX= 306.600 mm.


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

From 1580 To 1610 DY= 179.000 mm.

BEND at "TO" end


Angle/Node @2= .00 1608

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

From 1610 To 1620 DX= -211.000 mm. DY= 211.000 mm.



Angle/Node @2= .00 1618

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

From 1620 To 1630 DZ= -76.463 mm.

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

7/28/2019 WHP-C1-P-R-0005Rev0

25/75




From 1630 To 1640 DZ= -109.538 mm.


DISPLACEMENTS

Node 1640 DX1= .000 mm. DY1= 170.000 mm. DZ1= .000 mm. RX1= .000

RY1= .000 RZ1= .000

RESTRAINTS Len MU

GAP YIELD Dir

NODE TYPE CNODE STIF1 STIF2 FORCE Vectors

-------+-------+------+----------+----------+----------+---------------------

10 ANC .000 .000 .000

70 +Y .000 1.000 .000

70 X 2.00 1.000 .000 .000

70 -Y 2.00 .000 1.000 .000

80 +Y .000 1.000 .000

80 X 2.00 1.000 .000 .000

80 -Y 2.00 .000 1.000 .000

110 +Y .000 1.000 .000

110 Z 2.00 .000 .000 1.000

110 -Y 2.00 .000 1.000 .000

150 +Y .000 1.000 .000

150 Z 2.00 .000 .000 1.000

150 -Y 2.00 .000 1.000 .000

240 +Y .000 1.000 .000240 Z 2.00 .000 .000 1.000

240 -Y 2.00 .000 1.000 .000

310 +Y .000 1.000 .000

340 +Y .000 1.000 .000

370 +Y .000 1.000 .000

420 +Y .000 1.000 .000

470 +Y .000 1.000 .000

470 Z 2.00 .000 .000 1.000

470 -Y 2.00 .000 1.000 .000

1220 +Y .000 1.000 .000

1220 Z 2.00 .000 .000 1.000

1220 -Y 2.00 .000 1.000 .000

1240 +Y .000 1.000 .000

1240 X 2.00 1.000 .000 .000

1240 -Y 2.00 .000 1.000 .000

1270 +Y .000 1.000 .000

1270 X 2.00 1.000 .000 .000

1320 +Y .000 1.000 .000

1320 Z 2.00 .000 .000 1.000

1330 +Y .000 1.000 .000

1500 +Y .000 1.000 .000

DISPLACEMENTS

1630 1640 Node 1640 DX1= .000 mm. DY1= 170.000 mm.

DZ1= .000 mm. RX1= .000 RY1= .000

RZ1= .000

WIND/WAVE

10 20 WAVE20 30 WAVE

30 40 WAVE

40 50 WAVE

50 60 WAVE

60 70 WAVE

70 80 WAVE

90 100 WIND

100 110 WIND

110 120 WIND

120 130 WIND

230 240 WIND

240 250 WIND Wind Shape= .650





7/28/2019 WHP-C1-P-R-0005Rev0

26/75




INPUT UNITS USED...

UNITS= SI (m NOM/SCH INPUT= ON

LENGTH inches x 25.400 = mm.

FORCE pounds x 4.448 = N.

MASS(dynamics) pounds x 0.454 = Kg.

MOMENTS(INPUT) inch-pounds x 0.113 = N.m.

MOMENTS(OUTPUT) inch-pounds x 0.113 = N.m.

STRESS lbs./sq.in. x 6.895 = KPa

TEMP. SCALE degrees F. x 0.556 = C

PRESSURE psig x 6.895 = KPa

ELASTIC MODULUS lbs./sq.in. x 6.895 = KPa

PIPE DENSITY lbs./cu.in. x 0.028 = kg./cu.cm.

INSULATION DENS. lbs./cu.in. x 0.028 = kg./cu.cm.

FLUID DENSITY lbs./cu.in. x 0.028 = kg./cu.cm.

TRANSL. STIF lbs./in. x 1.751 = N./cm.

ROTATIONAL STIF in.lb./deg. x 0.113 = N.m./deg

UNIFORM LOAD lb./in. x 1.751 = N./cm.

G LOAD g's x 1.000 = g's

WIND LOAD lbs./sq.in. x 6.895 = KPa

ELEVATION inches x 0.025 = m.

COMPOUND LENGTH inches x 25.400 = mm.

DIAMETER inches x 25.400 = mm.

WALL THICKNESS inches x 25.400 = mm.

EXECUTION CONTROL PARAMETERS

Rigid/ExpJt Print Flag ..... 1.000

Bourdon Option ............. 1.000

Loop Closure Flag .......... 2.000

Thermal Bowing Delta Temp .. .000 C

Liberal Allowable Flag ..... 1.000

Uniform Load Option ........ .000

Ambient Temperature ........ 19.000 C

Plastic (FRP) Alpha ........ 21.600

Plastic (FRP) GMOD/EMODa ... .250

Plastic (FRP) Laminate Type. 3.000

Eqn Optimizer .............. .000

Node Selection ............. .000

Eqn Ordering ............... .000

Collins .................... .000

Degree Determination ....... .000

User Eqn Control ........... .000

7/28/2019 WHP-C1-P-R-0005Rev0

27/75

7/22/2006 Page 1

CAESAR II Ver.5.00.4, (Build 060707) Date: JUL 22, 2006 Time: 11:37

Job: C:\DOCUMENTS AN SETTINGS\TOAN\MY DOCUMENTS\...\1010B & 1008

Licensed To: MARINE EN INEERING SERVICES PTE. LTD. -- ID #16548

RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints

Various Load Cases

NODE Load Case FXN.

FYN.

FZN.

MXN.m.

MYN.m.

MZN.m.

DXmm.

DYmm.

DZmm.

LOAD CASE DEFINITION KEY

CASE 1 (HYD) WW+HP

CASE 2 (OPE) W+D1+T1+P1+WIN1+WAV1








CASE 10 (OPE) W+T2+P1+WIN4+WAV4

CASE 11 (SUS) W+P1+WIN1+WAV1




10 Rigid ANC

1 (HYD) -50 -7671 22 88 74 37 -0.000 -0.000 0.000

2 (OPE) 824 -16281 -256 633 -4 -377 0.000 -0.000 -0.000

3 (OPE) -2850 -13861 1132 3625 -41 8390 -0.000 -0.000 0.000

4 (OPE) -300 -15742 2484 6762 627 2016 -0.000 -0.000 0.000

5 (OPE) -1697 -14271 -1564 -2188 -513 5801 -0.000 -0.000 -0.000

6 (OPE) 2393 -3890 -907 -2529 19 -6571 0.000 -0.000 -0.000

7 (OPE) -1305 -1589 483 531 -12 2288 -0.000 -0.000 0.000

8 (OPE) 1239 -3467 1795 3422 679 -4064 0.000 -0.000 0.000

9 (OPE) -163 -2093 -2222 -5409 -659 -175 -0.000 -0.000 -0.000

10 (OPE) -163 -2133 -2221 -5402 -663 -172 -0.000 -0.000 -0.000

11 (SUS) 1749 -8993 -664 -1324 20 -4039 0.000 -0.000 -0.000

12 (SUS) -1906 -6445 729 1661 -18 4656 -0.000 -0.000 0.000

13 (SUS) 667 -8104 2047 4520 662 -1806 0.000 -0.000 0.000

14 (SUS) -815 -7261 -1981 -4202 -668 2390 -0.000 -0.000 -0.000

MAX 2850/ 3 16281/ 2 2484/ 4 6762/ 4 679/ 8 8390/ 3 0.000/ 12 0.000/ 2 0.000/ 2

70 Rigid +Y; Rigid X w/gap; Rigid -Y w/gap

1 (HYD) 12 -671 0 0 0 0 2.000 -0.000 -0.390

2 (OPE) 4186 8496 0 0 0 0 2.000 2.000 1.240

3 (OPE) -1901 7227 0 0 0 0 -2.000 2.000 8.639

4 (OPE) 2202 9035 0 0 0 0 2.000 2.000 12.667

5 (OPE) 0 6657 0 0 0 0 -1.506 2.000 -1.429

6 (OPE) 2449 -6464 0 0 0 0 2.000 -0.000 -6.094

7 (OPE) -3636 -7453 0 0 0 0 -2.000 -0.000 2.167

8 (OPE) 420 -5568 0 0 0 0 2.000 -0.000 4.858

9 (OPE) -1652 -7839 0 0 0 0 -2.000 -0.000 -8.495

10 (OPE) -1631 -7779 0 0 0 0 -2.000 -0.000 -8.454

11 (SUS) 3149 -49 0 0 0 0 2.000 -0.000 -3.004

12 (SUS) -2980 -1787 0 0 0 0 -2.000 -0.000 4.014

13 (SUS) 1072 -502 0 0 0 0 2.000 -0.000 6.008

14 (SUS) -874 -1308 0 0 0 0 -2.000 -0.000 -5.239

MAX 4186/ 2 9035/ 4 0/ 1 0/ 1 0/ 1 0/ 1 2.000/ 1 2.000/ 2 12.667/ 4


1 (HYD) 0 -2979 0 0 0 0 0.655 -0.000 -0.802

2 (OPE) 1899 -7259 0 0 0 0 2.000 -0.000 -3.086

3 (OPE) -3011 -6600 0 0 0 0 -2.000 -0.000 4.310

4 (OPE) -918 -6478 0 0 0 0 -2.000 -0.000 8.333

5 (OPE) 0 -6885 0 0 0 0 -0.802 -0.000 -5.750

6 (OPE) 2607 0 0 0 0 0 2.000 0.258 -4.212

7 (OPE) -2329 0 0 0 0 0 -2.000 1.030 4.045

8 (OPE) -222 0 0 0 0 0 -2.000 1.606 6.732

9 (OPE) 639 -761 0 0 0 0 2.000 -0.000 -6.60910 (OPE) 518 -848 0 0 0 0 2.000 -0.000 -6.568

11 (SUS) 2430 -4082 0 0 0 0 2.000 -0.000 -3.277

12 (SUS) -2579 -1745 0 0 0 0 -2.000 -0.000 3.737

13 (SUS) -420 0 0 0 0 0 -2.000 0.035 5.727

7/28/2019 WHP-C1-P-R-0005Rev0

28/75

7/22/2006 Page 2





Various Load Cases

NODE Load Case FXN.

FYN.

FZN.

MXN.m.

MYN.m.

MZN.m.

DXmm.

DYmm.

DZmm.

14 (SUS) 272 -5039 0 0 0 0 2.000 -0.000 -5.507

MAX 3011/ 3 7259/ 2 0/ 1 0/ 1 0/ 1 0/ 1 2.000/ 2 1.606/ 8 8.333/ 4

110 Rigid +Y; Rigid Z w/gap; Rigid -Y w/gap

1 (HYD) 0 -2780 0 0 0 0 0.655 -0.000 -1.341

2 (OPE) 0 0 -1159 0 0 0 8.660 1.185 -2.000

3 (OPE) 0 0 0 0 0 0 0.290 0.676 1.078

4 (OPE) 0 0 1702 0 0 0 1.035 0.189 2.000

5 (OPE) 0 0 -2888 0 0 0 4.575 1.722 -2.000

6 (OPE) 0 -6375 -317 0 0 0 1.393 -0.000 -2.000

7 (OPE) 0 -6409 857 0 0 0 -6.285 -0.000 2.000

8 (OPE) 0 -7064 2632 0 0 0 -4.930 -0.000 2.000

9 (OPE) 0 -4394 -2073 0 0 0 0.599 -0.000 -2.000

10 (OPE) 0 -4379 -2093 0 0 0 0.362 -0.000 -2.000

11 (SUS) 0 -1799 -636 0 0 0 4.264 -0.000 -2.000

12 (SUS) 0 -4512 554 0 0 0 -4.163 -0.000 2.00013 (SUS) 0 -7048 2299 0 0 0 -3.145 -0.000 2.000

14 (SUS) 0 0 -2413 0 0 0 3.341 0.208 -2.000

MAX 0/ 1 7064/ 8 2888/ 5 0/ 1 0/ 1 0/ 1 8.660/ 2 1.722/ 5 2.000/ 2


1 (HYD) 0 -10963 0 0 0 0 0.757 -0.000 -1.509

2 (OPE) 0 -10517 0 0 0 0 10.514 -0.000 -0.441

3 (OPE) 0 -11192 0 0 0 0 2.142 -0.000 1.154

4 (OPE) 0 -12325 0 0 0 0 2.888 -0.000 1.637

5 (OPE) 0 -9315 0 0 0 0 6.428 -0.000 -1.880

6 (OPE) 0 -9390 0 0 0 0 0.512 -0.000 -1.796

7 (OPE) 0 -9112 0 0 0 0 -7.167 -0.000 1.201

8 (OPE) 0 -9128 0 0 0 0 -5.812 -0.000 1.735

9 (OPE) 0 -9797 0 0 0 0 -0.282 -0.000 -1.682

10 (OPE) 0 -9796 0 0 0 0 -0.519 -0.000 -1.707

11 (SUS) 0 -11386 0 0 0 0 4.332 -0.000 -1.249

12 (SUS) 0 -10250 0 0 0 0 -4.096 -0.000 1.814

13 (SUS) 0 -9678 0 0 0 0 -3.077 -0.000 1.707

14 (SUS) 0 -11340 0 0 0 0 3.408 -0.000 -1.734

MAX 0/ 1 12325/ 4 0/ 1 0/ 1 0/ 1 0/ 1 10.514/ 2 0.000/ 4 1.880/ 5


1 (HYD) 0 -4772 0 0 0 0 0.953 -0.000 -1.689

2 (OPE) 0 -6064 133 0 0 0 13.352 -0.000 2.000

3 (OPE) 0 -5072 215 0 0 0 4.979 -0.000 2.000

4 (OPE) 0 -4731 1038 0 0 0 5.726 -0.000 2.000

5 (OPE) 0 -6444 -712 0 0 0 9.265 -0.000 -2.000

6 (OPE) 0 -5130 -60 0 0 0 -0.796 -0.000 -2.000

7 (OPE) 0 -4598 0 0 0 0 -8.478 -0.000 0.239

8 (OPE) 0 -4673 786 0 0 0 -7.121 -0.000 2.000

9 (OPE) 0 -5100 -906 0 0 0 -1.591 -0.000 -2.000

10 (OPE) 0 -5050 -860 0 0 0 -1.828 -0.000 -2.000

11 (SUS) 0 -5076 0 0 0 0 4.464 -0.000 -0.406

12 (SUS) 0 -4492 59 0 0 0 -3.967 -0.000 2.000

13 (SUS) 0 -4545 867 0 0 0 -2.947 -0.000 2.000

14 (SUS) 0 -5179 -773 0 0 0 3.539 -0.000 -2.000

MAX 0/ 1 6444/ 5 1038/ 4 0/ 1 0/ 1 0/ 1 13.352/ 2 0.000/ 5 2.000/ 2

310 Rigid +Y

1 (HYD) 0 -2432 0 0 0 0 0.913 -0.000 -1.188

2 (OPE) 0 -2146 0 0 0 0 9.638 -0.000 5.597

3 (OPE) 0 -1411 0 0 0 0 -0.555 -0.000 4.741

4 (OPE) 0 -2213 0 0 0 0 3.554 -0.000 5.690

5 (OPE) 0 -1517 0 0 0 0 5.680 -0.000 1.138

6 (OPE) 0 -3000 0 0 0 0 2.277 -0.000 -2.552

7 (OPE) 0 -2243 0 0 0 0 -8.389 -0.000 -1.3118 (OPE) 0 -2983 0 0 0 0 -5.873 -0.000 1.090

9 (OPE) 0 -2358 0 0 0 0 -1.011 -0.000 -3.700

10 (OPE) 0 -2299 0 0 0 0 -1.663 -0.000 -3.693

11 (SUS) 0 -2790 0 0 0 0 5.076 -0.000 0.191

7/28/2019 WHP-C1-P-R-0005Rev0

29/75

7/22/2006 Page 3





Various Load Cases

NODE Load Case FXN.

FYN.

FZN.

MXN.m.

MYN.m.

MZN.m.

DXmm.

DYmm.

DZmm.

12 (SUS) 0 -2034 0 0 0 0 -6.289 -0.000 2.007

13 (SUS) 0 -2957 0 0 0 0 -2.767 -0.000 2.963

14 (SUS) 0 -1996 0 0 0 0 2.596 -0.000 -2.174

MAX 0/ 1 3000/ 6 0/ 1 0/ 1 0/ 1 0/ 1 9.638/ 2 0.000/ 12 5.690/ 4

340 Rigid +Y

1 (HYD) 0 -345 0 0 0 0 0.782 -0.000 -1.081

2 (OPE) 0 -418 0 0 0 0 8.263 -0.000 3.734

3 (OPE) 0 -1311 0 0 0 0 -1.929 -0.000 2.970

4 (OPE) 0 -569 0 0 0 0 2.179 -0.000 5.238

5 (OPE) 0 -1028 0 0 0 0 4.305 -0.000 -0.238

6 (OPE) 0 0 0 0 0 0 2.874 0.016 -1.414

7 (OPE) 0 -704 0 0 0 0 -7.792 -0.000 -0.605

8 (OPE) 0 -47 0 0 0 0 -5.276 -0.000 1.886

9 (OPE) 0 -328 0 0 0 0 -0.414 -0.000 -3.753

10 (OPE) 0 -399 0 0 0 0 -1.066 -0.000 -3.79411 (SUS) 0 0 0 0 0 0 4.989 0.007 -0.074

12 (SUS) 0 -872 0 0 0 0 -6.376 -0.000 1.625

13 (SUS) 0 -105 0 0 0 0 -2.854 -0.000 3.304

14 (SUS) 0 -598 0 0 0 0 2.509 -0.000 -2.676

MAX 0/ 1 1311/ 3 0/ 1 0/ 1 0/ 1 0/ 1 8.263/ 2 0.016/ 6 5.238/ 4

370 Rigid +Y

1 (HYD) 0 -1218 0 0 0 0 0.659 -0.000 -0.968

2 (OPE) 0 -1387 0 0 0 0 6.968 -0.000 2.031

3 (OPE) 0 -969 0 0 0 0 -3.225 -0.000 1.456

4 (OPE) 0 -1246 0 0 0 0 0.884 -0.000 4.614

5 (OPE) 0 -1115 0 0 0 0 3.010 -0.000 -1.165

6 (OPE) 0 -1160 0 0 0 0 3.437 -0.000 -0.395

7 (OPE) 0 -1022 0 0 0 0 -7.229 -0.000 0.130

8 (OPE) 0 -1273 0 0 0 0 -4.713 -0.000 2.326

9 (OPE) 0 -1192 0 0 0 0 0.149 -0.000 -3.569

10 (OPE) 0 -1181 0 0 0 0 -0.503 -0.000 -3.617

11 (SUS) 0 -1295 0 0 0 0 4.907 -0.000 -0.412

12 (SUS) 0 -1018 0 0 0 0 -6.458 -0.000 1.383

13 (SUS) 0 -1281 0 0 0 0 -2.936 -0.000 3.325

14 (SUS) 0 -1159 0 0 0 0 2.426 -0.000 -2.845

MAX 0/ 1 1387/ 2 0/ 1 0/ 1 0/ 1 0/ 1 7.229/ 7 0.000/ 7 4.614/ 4

420 Rigid +Y

1 (HYD) 0 -4968 0 0 0 0 0.547 -0.000 -0.844

2 (OPE) 0 -3930 0 0 0 0 5.553 -0.000 0.200

3 (OPE) 0 -4668 0 0 0 0 -4.639 -0.000 -0.114

4 (OPE) 0 -4385 0 0 0 0 -0.531 -0.000 3.622

5 (OPE) 0 -4444 0 0 0 0 1.595 -0.000 -1.763

6 (OPE) 0 -5018 0 0 0 0 4.075 -0.000 0.688

7 (OPE) 0 -5515 0 0 0 0 -6.590 -0.000 0.970

8 (OPE) 0 -5248 0 0 0 0 -4.075 -0.000 2.409

9 (OPE) 0 -5299 0 0 0 0 0.787 -0.000 -3.046

10 (OPE) 0 -5199 0 0 0 0 0.136 -0.000 -3.079

11 (SUS) 0 -4774 0 0 0 0 4.832 -0.000 -0.854

12 (SUS) 0 -5170 0 0 0 0 -6.533 -0.000 1.186

13 (SUS) 0 -5032 0 0 0 0 -3.010 -0.000 2.957

14 (SUS) 0 -4964 0 0 0 0 2.352 -0.000 -2.663

MAX 0/ 1 5515/ 7 0/ 1 0/ 1 0/ 1 0/ 1 6.590/ 7 0.000/ 7 3.622/ 4


1 (HYD) 0 -3315 0 0 0 0 0.402 -0.000 -0.703

2 (OPE) 0 -3206 -270 0 0 0 3.778 -0.000 -2.000

3 (OPE) 0 -3424 -87 0 0 0 -6.415 -0.000 -2.000

4 (OPE) 0 -3314 738 0 0 0 -2.306 -0.000 2.000

5 (OPE) 0 -3315 -1002 0 0 0 -0.180 -0.000 -2.0006 (OPE) 0 -3192 7 0 0 0 4.870 -0.000 2.000

7 (OPE) 0 -3421 109 0 0 0 -5.795 -0.000 2.000

8 (OPE) 0 -3314 996 0 0 0 -3.279 -0.000 2.000

9 (OPE) 0 -3311 -796 0 0 0 1.582 -0.000 -2.000

7/28/2019 WHP-C1-P-R-0005Rev0

30/75

7/22/2006 Page 4





Various Load Cases

NODE Load Case FXN.

FYN.

FZN.

MXN.m.

MYN.m.

MZN.m.

DXmm.

DYmm.

DZmm.

10 (OPE) 0 -3324 -831 0 0 0 0.931 -0.000 -2.000

11 (SUS) 0 -3210 0 0 0 0 4.735 -0.000 -1.470

12 (SUS) 0 -3432 0 0 0 0 -6.630 -0.000 0.976

13 (SUS) 0 -3324 942 0 0 0 -3.108 -0.000 2.000

14 (SUS) 0 -3325 -876 0 0 0 2.255 -0.000 -2.000

MAX 0/ 1 3432/ 12 1002/ 5 0/ 1 0/ 1 0/ 1 6.630/ 12 0.000/ 12 2.000/ 2


1 (HYD) 0 -832 -28 0 0 0 2.243 -0.000 -2.000

2 (OPE) 0 -2096 0 0 0 0 0.606 -0.000 -1.806

3 (OPE) 0 -1380 -283 0 0 0 -2.972 -0.000 -2.000

4 (OPE) 0 -1680 0 0 0 0 0.156 -0.000 0.492

5 (OPE) 0 -1579 -478 0 0 0 0.103 -0.000 -2.000

6 (OPE) 0 -1119 0 0 0 0 2.859 -0.000 1.245

7 (OPE) 0 -555 0 0 0 0 -1.538 -0.000 0.218

8 (OPE) 0 -808 60 0 0 0 -1.691 -0.000 2.0009 (OPE) 0 -757 -14 0 0 0 2.330 -0.000 -2.000

10 (OPE) 0 -587 -127 0 0 0 0.446 -0.000 -2.000

11 (SUS) 0 -1048 0 0 0 0 2.295 -0.000 0.577

12 (SUS) 0 -646 -82 0 0 0 -2.177 -0.000 -2.000

13 (SUS) 0 -765 37 0 0 0 -0.872 -0.000 2.000

14 (SUS) 0 -814 -333 0 0 0 2.158 -0.000 -2.000

MAX 0/ 1 2096/ 2 478/ 5 0/ 1 0/ 1 0/ 1 2.972/ 3 0.000/ 4 2.000/ 1


1 (HYD) 36 -430 0 0 0 0 2.000 -0.000 -0.766

2 (OPE) 955 -70 0 0 0 0 2.000 -0.000 -3.489

3 (OPE) 0 -23 0 0 0 0 -0.812 -0.000 -6.849

4 (OPE) 359 0 0 0 0 0 2.000 0.055 -3.349

5 (OPE) 398 -103 0 0 0 0 2.000 -0.000 -6.206

6 (OPE) 428 -144 0 0 0 0 2.000 -0.000 2.482

7 (OPE) -416 -56 0 0 0 0 -2.000 -0.000 0.677

8 (OPE) -39 -83 0 0 0 0 -2.000 -0.000 1.169

9 (OPE) 0 -124 0 0 0 0 1.166 -0.000 1.806

10 (OPE) 0 -493 0 0 0 0 -0.757 -0.000 1.373

11 (SUS) 521 -506 0 0 0 0 2.000 -0.000 2.373

12 (SUS) -339 -390 0 0 0 0 -2.000 -0.000 -2.637

13 (SUS) 0 -436 0 0 0 0 -0.729 -0.000 1.524

14 (SUS) 84 -493 0 0 0 0 2.000 -0.000 -1.498

MAX 955/ 2 506/ 11 0/ 1 0/ 1 0/ 1 0/ 1 2.000/ 1 0.055/ 4 6.849/ 3

1270 Rigid +Y; Rigid X w/gap

1 (HYD) 0 -610 0 0 0 0 -0.779 -0.000 -0.664

2 (OPE) -97 -1125 0 0 0 0 -2.000 -0.000 0.064

3 (OPE) -811 -1115 0 0 0 0 -2.000 -0.000 -3.296

4 (OPE) -397 -1125 0 0 0 0 -2.000 -0.000 0.203

5 (OPE) -440 -1100 0 0 0 0 -2.000 -0.000 -2.654

6 (OPE) -6 -1136 0 0 0 0 -2.000 -0.000 0.695

7 (OPE) -797 -1152 0 0 0 0 -2.000 -0.000 -1.108

8 (OPE) -359 -1140 0 0 0 0 -2.000 -0.000 -0.619

9 (OPE) -474 -1134 0 0 0 0 -2.000 -0.000 0.021

10 (OPE) -20 -601 0 0 0 0 -2.000 -0.000 -0.412

11 (SUS) 267 -591 0 0 0 0 2.000 -0.000 2.440

12 (SUS) -355 -619 0 0 0 0 -2.000 -0.000 -2.570

13 (SUS) 0 -606 0 0 0 0 -0.393 -0.000 1.591

14 (SUS) 0 -579 0 0 0 0 -1.111 -0.000 -1.431

MAX 811/ 3 1152/ 7 0/ 1 0/ 1 0/ 1 0/ 1 2.000/ 2 0.000/ 12 3.296/ 3

1320 Rigid +Y; Rigid Z w/gap

1 (HYD) 0 -739 0 0 0 0 -1.590 -0.000 -0.537

2 (OPE) 0 -1 0 0 0 0 -2.805 -0.000 0.578

3 (OPE) 0 -17 0 0 0 0 -13.075 -0.000 -1.2104 (OPE) 0 -18 240 0 0 0 -9.346 -0.000 2.000

5 (OPE) 0 -12 -124 0 0 0 -7.158 -0.000 -2.000

6 (OPE) 0 0 -229 0 0 0 -1.157 0.201 -2.000

7 (OPE) 0 0 -446 0 0 0 -11.422 0.539 -2.000

7/28/2019 WHP-C1-P-R-0005Rev0

31/75

7/22/2006 Page 5





Various Load Cases

NODE Load Case FXN.

FYN.

FZN.

MXN.m.

MYN.m.

MZN.m.

DXmm.

DYmm.

DZmm.

8 (OPE) 0 -10 -19 0 0 0 -6.746 -0.000 -2.000

9 (OPE) 0 0 -746 0 0 0 -5.700 1.705 -2.000

10 (OPE) 0 -727 -344 0 0 0 -0.132 -0.000 -2.000

11 (SUS) 0 -728 0 0 0 0 5.978 -0.000 1.754

12 (SUS) 0 -750 0 0 0 0 -7.066 -0.000 -1.751

13 (SUS) 0 -749 275 0 0 0 -1.558 -0.000 2.000

14 (SUS) 0 -747 -109 0 0 0 -0.615 -0.000 -2.000

MAX 0/ 1 750/ 12 746/ 9 0/ 1 0/ 1 0/ 1 13.075/ 3 1.705/ 9 2.000/ 4

1330 Rigid +Y

1 (HYD) 0 -790 0 0 0 0 -1.470 -0.000 -1.241

2 (OPE) 0 0 0 0 0 0 1.204 99.368 -29.951

3 (OPE) 0 0 0 0 0 0 -9.067 98.654 -30.349

4 (OPE) 0 0 0 0 0 0 -5.337 101.982 -25.115

5 (OPE) 0 0 0 0 0 0 -3.149 96.068 -35.272

6 (OPE) 0 0 0 0 0 0 -3.171 98.790 -28.6927 (OPE) 0 0 0 0 0 0 -13.437 98.332 -28.635

8 (OPE) 0 0 0 0 0 0 -8.761 101.256 -23.936

9 (OPE) 0 0 0 0 0 0 -7.715 95.839 -33.332

10 (OPE) 0 -948 0 0 0 0 -2.143 -0.000 -3.848

11 (SUS) 0 -825 0 0 0 0 6.058 -0.000 -0.486

12 (SUS) 0 -752 0 0 0 0 -6.986 -0.000 -1.625

13 (SUS) 0 -705 0 0 0 0 -1.478 -0.000 2.438

14 (SUS) 0 -877 0 0 0 0 -0.535 -0.000 -4.862

MAX 0/ 1 948/ 10 0/ 1 0/ 1 0/ 1 0/ 1 13.437/ 7 101.982/ 4 35.272/ 5

1500 Rigid +Y

1 (HYD) 0 -2398 0 0 0 0 0.311 -0.000 0.480

2 (OPE) 0 0 0 0 0 0 -3.470 154.806 19.641

3 (OPE) 0 0 0 0 0 0 -8.493 153.546 18.384

4 (OPE) 0 0 0 0 0 0 -5.793 154.467 21.125

5 (OPE) 0 0 0 0 0 0 -6.255 153.895 16.789

6 (OPE) 0 0 0 0 0 0 -5.094 156.908 19.282

7 (OPE) 0 0 0 0 0 0 -10.073 155.672 18.134

8 (OPE) 0 0 0 0 0 0 -7.304 156.545 20.877

9 (OPE) 0 0 0 0 0 0 -7.886 156.016 16.572

10 (OPE) 0 -1899 0 0 0 0 -1.767 -0.000 -2.210

11 (SUS) 0 -2147 0 0 0 0 2.308 -0.000 1.736

12 (SUS) 0 -2663 0 0 0 0 -1.373 -0.000 -0.437

13 (SUS) 0 -2530 0 0 0 0 0.784 -0.000 3.326

14 (SUS) 0 -2268 0 0 0 0 -0.047 -0.000 -2.280

MAX 0/ 1 2663/ 12 0/ 1 0/ 1 0/ 1 0/ 1 10.073/ 7 156.908/ 6 21.125/ 4

1640 Displ. Reaction

1 (HYD) 1 -1876 6 252 1 -188 0.000 -0.000 0.000

2 (OPE) 775 -5402 275 -1431 -310 -1288 0.000 170.000 0.000

3 (OPE) 38 -5406 291 -1422 -203 -1934 0.000 170.000 0.000

4 (OPE) 372 -5404 719 -1726 -425 -1614 0.000 170.000 0.000

5 (OPE) 430 -5402 -160 -1122 -75 -1613 0.000 170.000 -0.000

6 (OPE) 671 -5387 228 -1402 -234 -1337 0.000 170.000 0.000

7 (OPE) -52 -5394 266 -1407 -136 -1976 -0.000 170.000 0.000

8 (OPE) 280 -5391 670 -1699 -364 -1657 0.000 170.000 0.000

9 (OPE) 341 -5388 -171 -1115 -8 -1659 0.000 170.000 -0.000

10 (OPE) -12 -2231 -453 679 205 -420 -0.000 -0.000 -0.000

11 (SUS) 426 -2106 22 237 -99 18 0.000 -0.000 0.000

12 (SUS) -374 -1648 7 250 60 -367 -0.000 -0.000 0.000

13 (SUS) 0 -1827 453 -136 -190 -154 0.000 -0.000 0.000

14 (SUS) 24 -1927 -444 642 178 -211 0.000 -0.000 -0.000

MAX 775/ 2 5406/ 3 719/ 4 1726/ 4 425/ 4 1976/ 7 0.000/ 5 170.000/ 2 0.000/ 6

7/28/2019 WHP-C1-P-R-0005Rev0

32/75

7/22/2006 Page 1

CAESAR II Ver.5.00.4, (Build 060707) Date: JUL 22, 2006 Time: 11:37Job: C:\DOCUMENTS AND SETTINGS\TOAN\MY DOCUMENTS\...\1010B & 1008Licensed To: MARINE ENGINEERING SERVICES PTE. LTD. -- ID #16548STRESS SUMMARY REPORT: Highest Stresses Mini StatementVarious Load Cases

LOAD CASE DEFINITION KEY

CASE 11 (SUS) W+P1+WIN1+WAV1CASE 12 (SUS) W+P1+WIN2+WAV2CASE 13 (SUS) W+P1+WIN3+WAV3CASE 14 (SUS) W+P1+WIN4+WAV4CASE 15 (EXP) L15=L2-L11CASE 16 (EXP) L16=L6-L11CASE 17 (EXP) L17=L10-L14CASE 18 (EXP) L18=L15-L17

Piping Code: B31.3 -2004, April 29, 2005

CODE STRESS CHECK PASSED : LOADCASE 11 (SUS) W+P1+WIN1+WAV

Highest Stresses: ( KPa ) LOADCASE 11 (SUS) W+P1+WIN1+WAV1CodeStress Ratio: 38.6 @Node 1160Code Stress: 53191.3 Allowable: 137895.1Axial Stress: 35834.9 @Node 100Bending Stress: 47791.4 @Node 1160Torsion Stress: 20622.5 @Node 1460Hoop Stress: 77815.5 @Node 203D Max Intensity: 99300.0 @Node 50




Highest Stresses: ( KPa ) LOADCASE 13 (SUS) W+P1+WIN3+WAV3CodeStress Ratio: 40.6 @Node 10

Code Stress: 55980.3 Allowable: 137895.1Axial Stress: 36217.7 @Node 98Bending Stress: 45674.3 @Node 1458Torsion Stress: 20622.5 @Node 1460Hoop Stress: 77815.5 @Node 203D Max Intensity: 99420.7 @Node 110



CODE STRESS CHECK PASSED : LOADCASE 15 (EXP) L15=L2-L11

Highest Stresses: ( KPa ) LOADCASE 15 (EXP) L15=L2-L11CodeStress Ratio: 46.1 @Node 1618Code Stress: 141271.0 Allowable: 306434.0Axial Stress: 1923.7 @Node 1550Bending Stress: 128641.5 @Node 1608Torsion Stress: 52679.2 @Node 1540Hoop Stress: 0.0 @Node 203D Max Intensity: 149858.4 @Node 1618


Highest Stresses: ( KPa ) LOADCASE 16 (EXP) L16=L6-L11CodeStress Ratio: 45.9 @Node 1618Code Stress: 140518.6 Allowable: 306434.0Axial Stress: 1914.8 @Node 1550Bending Stress: 128018.4 @Node 1608

Torsion Stress: 53729.5 @Node 1540Hoop Stress: 0.0 @Node 203D Max Intensity: 148763.9 @Node 1618

CODE STRESS CHECK PASSED : LOADCASE 17 EXP L17=L10-L14

7/28/2019 WHP-C1-P-R-0005Rev0

33/75

7/22/2006 Page 2

CAESAR II Ver.5.00.4, (Build 060707) Date: JUL 22, 2006 Time: 11:37Job: C:\DOCUMENTS AND SETTINGS\TOAN\MY DOCUMENTS\...\1010B & 1008Licensed To: MARINE ENGINEERING SERVICES PTE. LTD. -- ID #16548STRESS SUMMARY REPORT: Highest Stresses Mini StatementVarious Load Cases

Highest Stresses: ( KPa ) LOADCASE 17 (EXP) L17=L10-L14CodeStress Ratio: 10.8 @Node 1160Code Stress: 31520.2 Allowable: 291544.8Axial Stress: 742.4 @Node 20Bending Stress: 31086.1 @Node 1160Torsion Stress: 5769.2 @Node 1620Hoop Stress: 0.0 @Node 203D Max Intensity: 33272.8 @Node 1160


Highest Stresses: ( KPa ) LOADCASE 18 (EXP) L18=L15-L17CodeStress Ratio: 44.4 @Node 1618Code Stress: 136092.2 Allowable: 306434.0Axial Stress: 1797.6 @Node 20Bending Stress: 125463.9 @Node 1608Torsion Stress: 51774.0 @Node 1540Hoop Stress: 0.0 @Node 203D Max Intensit : 144240.0 @Node 1618

7/28/2019 WHP-C1-P-R-0005Rev0

34/75

7/22/2006 Page 1


Job: C:\DOC MENTS AND SETTINGS\TOAN\MY DOCUMENTS\...\1010B & 1008

Licensed To: MARINE ENGINEERING SERVICES PTE. LTD. -- ID #16548

DISPLACEM NTS REPORT: Nodal Movements

CASE 1 (HY ) WW+HP

NODE DXmm.

DYmm.

DZmm.

RXdeg.

RYdeg.

RZdeg.

10 -0.000 -0.000 0.000 0.0000 0.0000 0.0000

20 -0.002 0.061 0.005 0.0007 0.0009 0.0002

30 -0.003 0.062 0.009 0.0007 0.0009 0.0002

40 0.287 0.531 0.160 0.0013 0.0075 -0.0096

48 2.030 0.977 0.037 -0.0054 0.0137 -0.0348

49 2.140 0.949 0.004 -0.0065 0.0142 -0.0383

50 2.201 0.842 -0.045 -0.0072 0.0149 -0.0410

58 2.268 0.328 -0.234 -0.0092 0.0158 -0.0415

59 2.264 0.201 -0.286 -0.0095 0.0165 -0.0404

60 2.223 0.126 -0.320 -0.0099 0.0171 -0.0395

70 2.000 -0.000 -0.390 -0.0097 0.0178 -0.036080 0.655 -0.000 -0.802 -0.0044 0.0160 -0.0152

88 0.421 -0.153 -0.885 -0.0125 0.0145 -0.0110

89 0.393 -0.182 -0.915 -0.0123 0.0139 -0.0101

90 0.404 -0.181 -0.955 -0.0111 0.0136 -0.0086

98 0.579 -0.014 -1.231 -0.0070 0.0088 -0.0030

99 0.592 -0.001 -1.259 -0.0058 0.0080 -0.0017

100 0.609 0.003 -1.286 -0.0050 0.0068 -0.0006

110 0.655 -0.000 -1.341 -0.0038 0.0059 -0.0006

120 0.695 -0.004 -1.380 -0.0027 0.0051 0.0009

130 0.699 0.011 -1.460 -0.0027 0.0051 0.0010

140 0.723 0.017 -1.481 -0.0020 0.0047 -0.0003

150 0.757 -0.000 -1.509 -0.0011 0.0043 -0.0075

160 0.777 -0.040 -1.524 -0.0006 0.0040 -0.0113

170 0.781 -0.215 -1.586 -0.0005 0.0040 -0.0111

180 0.820 -0.251 -1.613 0.0005 0.0036 0.0001

190 0.845 -0.237 -1.629 0.0012 0.0034 0.0057

200 0.801 -0.236 -1.620 0.0012 0.0034 0.0057

210 0.883 -0.171 -1.652 0.0022 0.0031 0.0118

220 0.793 -0.170 -1.635 0.0022 0.0031 0.0118

230 0.930 -0.053 -1.677 0.0035 0.0028 0.0130

240 0.953 -0.000 -1.689 0.0041 0.0027 0.0107

249 0.983 0.061 -1.701 0.0053 0.0023 0.0056

250 0.976 0.082 -1.687 0.0062 0.0021 0.0045

260 0.964 0.097 -1.670 0.0065 0.0020 0.0042

268 0.898 0.211 -1.508 0.0086 0.0016 0.0018

269 0.896 0.216 -1.476 0.0093 0.0017 0.0008

270 0.901 0.196 -1.450 0.0093 0.0018 0.0001

280 0.966 -0.033 -1.272 0.0054 0.0025 -0.0057

288 0.973 -0.047 -1.258 0.0058 0.0026 -0.0062

289 0.974 -0.058 -1.239 0.0077 0.0031 -0.0064

290 0.963 -0.049 -1.223 0.0093 0.0036 -0.0060

300 0.948 -0.033 -1.214 0.0105 0.0037 -0.0058

310 0.913 -0.000 -1.188 0.0135 0.0040 -0.0034

320 0.853 0.012 -1.142 0.0186 0.0045 0.0003

330 0.820 0.007 -1.114 0.0214 0.0046 0.0009

340 0.782 -0.000 -1.081 0.0247 0.0048 0.0009

350 0.716 -0.006 -1.021 0.0303 0.0050 -0.0001

360 0.683 -0.004 -0.990 0.0332 0.0050 -0.0007

370 0.659 -0.000 -0.968 0.0352 0.0050 -0.0008

380 0.648 0.001 -0.958 0.0361 0.0050 -0.0008390 0.647 0.005 -0.934 0.0361 0.0050 -0.0008

400 0.613 0.011 -0.903 0.0390 0.0049 -0.0006

410 0.580 0.012 -0.873 0.0418 0.0048 0.0009

7/28/2019 WHP-C1-P-R-0005Rev0

35/75

7/22/2006 Page 2





CASE 1 (HY ) WW+HP

NODE DXmm.

DYmm.

DZmm.

RXdeg.

RYdeg.

RZdeg.

420 0.547 -0.000 -0.844 0.0446 0.0047 0.0039

430 0.537 -0.010 -0.835 0.0455 0.0046 0.0049

440 0.535 -0.035 -0.813 0.0456 0.0046 0.0049

450 0.510 -0.054 -0.792 0.0477 0.0045 0.0023

460 0.477 -0.053 -0.765 0.0477 0.0045 -0.0019

470 0.402 -0.000 -0.703 0.0477 0.0045 -0.0028

480 0.382 0.006 -0.687 0.0477 0.0045 -0.0015

490 0.367 0.009 -0.675 0.0477 0.0045 -0.0010

500 0.366 0.013 -0.660 0.0477 0.0045 -0.0010

1020 0.480 -0.054 -0.187 0.0481 0.0044 0.0024

1030 0.474 -0.052 -0.073 0.0728 0.0008 0.0045

1038 0.476 -0.244 -0.073 0.1018 0.0008 -0.0245

1039 0.473 -0.276 -0.089 0.1025 0.0008 -0.02521040 0.464 -0.289 -0.125 0.1027 0.0008 -0.0253

1050 0.463 -0.289 -0.127 0.1027 0.0008 -0.0253

1060 0.214 -0.290 -1.138 0.1027 0.0008 -0.0253

1070 0.460 -0.049 0.105 0.0981 -0.0031 0.0084

1080 0.376 -0.048 1.092 0.0984 -0.0032 0.0084

1088 0.375 -0.048 1.106 0.1001 -0.0035 0.0086

1089 0.364 -0.090 1.208 0.1149 -0.0054 0.0100

1090 0.354 -0.205 1.256 0.1277 -0.0073 0.0114

1098 0.321 -0.685 1.262 0.1442 -0.0116 0.0161

1099 0.316 -0.822 1.207 0.1441 -0.0131 0.0175

1100 0.328 -0.880 1.072 0.1421 -0.0146 0.0189

1110 0.815 -0.909 -0.973 0.1166 -0.0367 0.0450

1120 0.999 -0.910 -1.451 0.1166 -0.0367 0.0451

1128 1.214 -0.917 -1.938 0.1121 -0.0427 0.0559

1129 1.251 -0.962 -2.042 0.1109 -0.0442 0.0594

1130 1.232 -1.066 -2.083 0.1096 -0.0456 0.0631

1138 1.068 -1.441 -2.078 0.1051 -0.0486 0.0756

1139 1.022 -1.508 -2.057 0.1033 -0.0495 0.0792

1140 1.004 -1.472 -2.009 0.1013 -0.0504 0.0827

1150 1.007 -1.350 -1.936 0.0984 -0.0512 0.0869

1160 1.008 -1.229 -1.867 0.0888 -0.0538 0.1008

1170 1.008 -0.604 -1.533 0.0888 -0.0538 0.1009

1180 1.010 -0.466 -1.461 0.0792 -0.0551 0.1040

1188 1.012 -0.316 -1.381 0.0763 -0.0554 0.1033

1189 1.054 -0.220 -1.358 0.0742 -0.0556 0.1017

1190 1.149 -0.182 -1.405 0.0723 -0.0557 0.0995

1198 2.283 -0.201 -2.211 0.0562 -0.0579 0.0816

1199 2.336 -0.224 -2.263 0.0551 -0.0580 0.0803

1200 2.313 -0.276 -2.282 0.0548 -0.0581 0.0791

1209 2.259 -0.297 -2.258 0.0557 -0.0581 0.0777

1210 2.238 -0.246 -2.203 0.0574 -0.0581 0.0756

1220 2.243 -0.000 -2.000 0.0642 -0.0575 0.0619

1228 2.277 0.546 -0.847 0.1043 -0.0550 0.0093

1229 2.257 0.513 -0.795 0.1062 -0.0550 0.0089

1230 2.206 0.416 -0.772 0.1080 -0.0549 0.0085

1240 2.000 -0.000 -0.766 0.1127 -0.0541 0.0071

1250 1.715 -0.603 -0.757 0.1085 -0.0523 0.0050

1260 1.530 -0.987 -0.757 0.1085 -0.0523 0.0050

1270 -0.779 -0.000 -0.664 -0.0454 -0.0283 -0.0165

1280 -1.481 0.258 -0.602 -0.0152 -0.0078 -0.03111290 -1.508 0.312 -0.602 -0.0152 -0.0078 -0.0311

1298 -1.509 0.314 -0.602 -0.0153 -0.0077 -0.0312

1299 -1.528 0.328 -0.594 -0.0149 -0.0069 -0.0316

7/28/2019 WHP-C1-P-R-0005Rev0

36/75

7/22/2006 Page 3





CASE 1 (HY ) WW+HP

NODE DXmm.

DYmm.

DZmm.

RXdeg.

RYdeg.

RZdeg.

1300 -1.561 0.332 -0.580 -0.0141 -0.0061 -0.0319

1309 -1.590 0.318 -0.565 -0.0132 -0.0053 -0.0324

1310 -1.601 0.287 -0.555 -0.0123 -0.0046 -0.0334

1320 -1.590 -0.000 -0.537 -0.0060 -0.0008 -0.0560

1330 -1.470 -0.000 -1.241 0.0609 0.0113 0.0883

1338 -1.467 0.121 -1.257 0.0621 0.0110 0.0849

1339 -1.462 0.175 -1.266 0.0629 0.0108 0.0831

1340 -1.451 0.148 -1.269 0.0629 0.0105 0.0821

1350 -1.450 0.140 -1.269 0.0629 0.0105 0.0820

1360 -1.413 -0.083 -1.269 0.0629 0.0105 0.0820

1368 -1.281 -0.585 -1.245 -0.0017 0.0078 0.0694

1369 -1.247 -0.581 -1.241 -0.0091 0.0076 0.0685

1370 -1.180 -0.578 -1.228 -0.0166 0.0074 0.06761380 -0.564 -0.594 -0.789 -0.0754 0.0054 0.0613

1388 -0.578 -0.857 -0.790 -0.1165 0.0054 0.0613

1389 -0.571 -0.899 -0.773 -0.1176 0.0054 0.0613

1390 -0.550 -0.916 -0.732 -0.1177 0.0054 0.0613

1400 -0.548 -0.916 -0.729 -0.1177 0.0054 0.0613

1410 0.054 -0.916 0.428 -0.1177 0.0054 0.0613

1420 -0.398 -0.598 -0.563 -0.0891 0.0048 0.0595

1430 0.200 -0.599 0.332 -0.0892 0.0048 0.0595

1438 0.207 -0.599 0.344 -0.0899 0.0048 0.0595

1439 0.265 -0.563 0.432 -0.0962 0.0046 0.0586

1440 0.292 -0.470 0.472 -0.1007 0.0044 0.0578

1450 0.301 -0.248 0.475 -0.1015 0.0040 0.0561

1458 0.371 -0.250 0.898 -0.2245 0.0040 -0.0020

1459 0.369 -0.251 0.979 -0.2441 0.0058 -0.0106

1460 0.367 -0.257 1.014 -0.2671 0.0075 -0.0183

1468 0.368 -0.301 1.002 -0.3612 0.0075 -0.0354

1469 0.367 -0.369 0.999 -0.3840 0.0075 -0.0348

1470 0.364 -0.513 0.998 -0.4024 0.0075 -0.0333

1480 0.364 -0.523 0.998 -0.4035 0.0075 -0.0333

1490 0.290 -4.489 0.998 -0.4036 0.0075 -0.0333

1500 0.311 -0.000 0.480 -0.0829 0.0036 0.0574

1510 0.323 0.248 0.486 -0.0558 0.0031 0.0592

1520 0.249 0.250 0.416 -0.0558 0.0031 0.0592

1530 -0.068 0.250 0.117 -0.0558 0.0031 0.0592

1538 0.327 0.307 0.488 -0.0515 0.0029 0.0597

1539 0.329 0.330 0.490 -0.0479 0.0028 0.0600

1540 0.328 0.292 0.493 -0.0450 0.0026 0.0594

1548 0.318 -0.024 0.507 -0.0286 0.0021 0.0374

1549 0.304 -0.055 0.499 -0.0259 0.0019 0.0288

1550 0.281 -0.063 0.477 -0.0231 0.0018 0.0193

1560 0.278 -0.063 0.473 -0.0228 0.0018 0.0183

1570 -0.020 -0.062 0.099 -0.0227 0.0018 0.0180

1580 -0.037 -0.060 0.072 -0.0199 0.0018 0.0087

1590 -0.035 -0.051 0.069 -0.0199 0.0018 0.0063

1600 -0.035 -0.017 0.060 -0.0199 0.0018 0.0063

1608 -0.043 -0.055 0.028 -0.0141 0.0016 -0.0044

1609 -0.040 -0.053 0.021 -0.0127 0.0015 -0.0075

1610 -0.036 -0.050 0.016 -0.0112 0.0014 -0.0102

1618 -0.007 -0.012 0.002 -0.0024 0.0002 -0.0122

1619 -0.001 -0.004 0.001 0.0001 0.0001 -0.00721620 0.000 -0.000 0.000 0.0000 0.0000 -0.0001

1630 0.000 -0.000 0.000 0.0000 0.0000 -0.0000

1640 0.000 -0.000 0.000 0.0000 0.0000 -0.0000

7/28/2019 WHP-C1-P-R-0005Rev0

37/75

7/22/2006 Page 1

CAESAR II er.5.00.4, (Build 060707) Date: JUL 22, 2006 Time: 11:37

Job: C:\DOCUMENTS AND SETTINGS\TOAN\MY DOCUMENTS\...\1010B & 1008


DISPLACEMENTS REPORT: Nodal Movements


NODE DXmm.

DYmm.

DZmm.

RXdeg.

RYdeg.

RZdeg.

10 0.000 -0.000 -0.000 0.0000 -0.0000 -0.0000

20 0.013 0.668 0.037 0.0066 -0.0000 -0.0011

30 0.019 0.989 0.076 0.0066 -0.0000 -0.0010

40 -2.190 6.031 2.202 0.0360 -0.0004 0.0431

48 0.310 10.747 2.694 -0.0590 -0.0007 -0.1943

49 1.006 10.632 2.501 -0.0774 0.0031 -0.2550

50 1.489 9.890 2.389 -0.0892 0.0078 -0.3100

58 2.190 5.771 2.269 -0.1268 0.0134 -0.3456

59 2.329 4.631 2.155 -0.1370 0.0203 -0.3474

60 2.329 3.818 1.968 -0.1462 0.0258 -0.3446

70 2.000 2.000 1.240 -0.1246 0.0210 -0.324380 2.000 -0.000 -3.086 0.0003 -0.0176 -0.2036

88 2.360 -0.075 -3.957 -0.0019 -0.0280 -0.1793

89 2.648 0.001 -4.111 0.0106 -0.0294 -0.1738

90 3.159 0.179 -4.127 0.0250 -0.0293 -0.1639

98 7.526 1.939 -2.816 0.0521 -0.0440 -0.1160

99 7.899 1.977 -2.614 0.0535 -0.0459 -0.0992

100 8.169 1.790 -2.417 0.0540 -0.0480 -0.0803

110 8.660 1.185 -2.000 0.0538 -0.0479 -0.0586

120 9.072 0.838 -1.659 0.0537 -0.0466 -0.0366

130 9.904 0.277 -0.937 0.0537 -0.0466 -0.0359

140 10.155 0.143 -0.732 0.0537 -0.0464 -0.0273

150 10.514 -0.000 -0.441 0.0536 -0.0463 -0.0210

160 10.719 -0.076 -0.275 0.0535 -0.0463 -0.0178

170 11.552 -0.348 0.444 0.0535 -0.0464 -0.0172

180 11.960 -0.401 0.779 0.0534 -0.0474 0.0008

190 12.217 -0.374 0.994 0.0533 -0.0482 0.0096

200 12.143 0.033 1.400 0.0533 -0.0482 0.0096

210 12.615 -0.268 1.336 0.0532 -0.0497 0.0187

220 12.473 0.139 1.740 0.0532 -0.0497 0.0187

230 13.113 -0.083 1.779 0.0531 -0.0521 0.0204

240 13.352 -0.000 2.000 0.0530 -0.0534 0.0171

249 13.736 0.154 2.441 0.0534 -0.0573 0.0079

250 13.786 0.323 2.660 0.0538 -0.0589 0.0047

260 13.774 0.481 2.810 0.0538 -0.0601 0.0040

268 13.733 1.694 3.952 0.0536 -0.0690 0.0006

269 13.650 1.792 4.170 0.0534 -0.0704 0.0003

270 13.448 1.708 4.393 0.0525 -0.0729 0.0003

280 10.918 0.189 6.258 0.0394 -0.0802 -0.0037

288 10.707 0.087 6.408 0.0387 -0.0803 -0.0040

289 10.414 -0.013 6.475 0.0367 -0.0799 -0.0048

290 10.159 -0.041 6.317 0.0359 -0.0792 -0.0051

300 10.010 -0.028 6.109 0.0354 -0.0790 -0.0048

310 9.638 -0.000 5.597 0.0343 -0.0784 -0.0028

320 9.013 0.009 4.744 0.0323 -0.0774 0.0003

330 8.665 0.005 4.273 0.0312 -0.0769 0.0007

340 8.263 -0.000 3.734 0.0300 -0.0762 0.0007

350 7.569 -0.005 2.815 0.0278 -0.0750 -0.0001

360 7.220 -0.003 2.359 0.0267 -0.0744 -0.0005

370 6.968 -0.000 2.031 0.0259 -0.0739 -0.0005

380 6.860 0.001 1.892 0.0256 -0.0737 -0.0005390 6.598 0.003 1.532 0.0256 -0.0737 -0.0005

400 6.243 0.007 1.076 0.0244 -0.0731 -0.0005

410 5.895 0.008 0.632 0.0234 -0.0724 0.0005

7/28/2019 WHP-C1-P-R-0005Rev0

38/75

7/22/2006 Page 2






NODE DXmm.

DYmm.

DZmm.

RXdeg.

RYdeg.

RZdeg.

420 5.553 -0.000 0.200 0.0223 -0.0717 0.0029

430 5.440 -0.008 0.059 0.0219 -0.0715 0.0038

440 5.179 -0.026 -0.290 0.0219 -0.0715 0.0038

450 4.918 -0.042 -0.615 0.0211 -0.0710 0.0023

460 4.570 -0.042 -1.044 0.0211 -0.0697 -0.0015

470 3.778 -0.000 -2.000 0.0211 -0.0686 -0.0018

480 3.574 0.003 -2.245 0.0211 -0.0686 -0.0006

490 3.418 0.003 -2.432 0.0211 -0.0686 -0.0001

500 3.235 0.003 -2.666 0.0211 -0.0686 -0.0001

1020 4.888 0.633 -0.349 0.0210 -0.0712 0.0024

1030 4.883 0.736 -0.308 0.0232 -0.0829 0.0019

1038 4.832 0.638 -0.061 0.0535 -0.0805 -0.0165

1039 4.823 0.612 -0.035 0.0545 -0.0805 -0.01581040 4.815 0.586 -0.041 0.0546 -0.0806 -0.0145

1050 4.815 0.585 -0.042 0.0546 -0.0806 -0.0145

1060 4.673 0.058 -0.580 0.0546 -0.0806 -0.0144

1070 4.880 0.849 -0.258 0.0258 -0.0960 -0.0009

1080 4.889 1.386 0.001 0.0259 -0.0962 -0.0010

1088 4.889 1.394 0.005 0.0268 -0.0971 -0.0027

1089 4.859 1.432 0.055 0.0354 -0.1036 -0.0188

1090 4.768 1.416 0.121 0.0440 -0.1091 -0.0362

1098 4.375 1.229 0.309 0.0629 -0.1155 -0.0944

1099 4.225 1.146 0.335 0.0682 -0.1146 -0.1116

1100 4.068 1.067 0.289 0.0727 -0.1127 -0.1269

1110 1.260 0.199 -0.987 0.0675 -0.0880 -0.1795

1120 0.524 -0.020 -1.264 0.0675 -0.0880 -0.1795

1128 -0.136 -0.252 -1.493 0.0380 -0.0814 -0.1262

1129 -0.278 -0.315 -1.503 0.0282 -0.0801 -0.1066

1130 -0.392 -0.358 -1.461 0.0193 -0.0780 -0.0849

1138 -0.641 -0.394 -1.271 0.0067 -0.0610 -0.0102

1139 -0.673 -0.398 -1.198 0.0073 -0.0517 0.0116

1140 -0.641 -0.380 -1.134 0.0095 -0.0417 0.0308

1150 -0.563 -0.320 -1.082 0.0121 -0.0307 0.0497

1160 -0.491 -0.232 -1.055 0.0208 0.0019 0.0988

1170 -0.159 0.382 -1.067 0.0209 0.0021 0.0989

1180 -0.087 0.500 -1.087 0.0295 0.0193 0.0800

1188 -0.009 0.609 -1.118 0.0321 0.0234 0.0686

1189 0.066 0.647 -1.154 0.0339 0.0262 0.0553

1190 0.132 0.616 -1.198 0.0351 0.0288 0.0410

1198 0.162 -0.070 -1.551 0.0079 0.0600 -0.0008

1199 0.188 -0.123 -1.534 0.0018 0.0626 0.0060

1200 0.251 -0.142 -1.483 -0.0025 0.0661 0.0145

1209 0.336 -0.130 -1.458 -0.0033 0.0714 0.0228

1210 0.416 -0.103 -1.507 -0.0018 0.0774 0.0283

1220 0.606 -0.000 -1.806 0.0044 0.0915 0.0224

1228 1.728 0.162 -3.696 0.0407 0.0585 0.0412

1229 1.800 0.188 -3.727 0.0427 0.0506 0.0508

1230 1.864 0.168 -3.694 0.0442 0.0434 0.0613

1240 2.000 -0.000 -3.489 0.0434 0.0333 0.1002

1250 2.171 -0.204 -3.197 0.0299 0.0295 0.1554

1260 2.276 -0.310 -3.008 0.0299 0.0295 0.1555

1270 -2.000 -0.000 0.064 0.1624 -0.1816 0.7376

1280 -6.628 -9.225 2.147 0.1086 0.0550 1.13231290 -6.433 -9.609 2.337 0.1084 0.0552 1.1324

1298 -6.425 -9.625 2.345 0.1059 0.0578 1.1339

1299 -5.916 -9.735 2.361 0.0829 0.0820 1.1444

7/28/2019 WHP-C1-P-R-0005Rev0

39/75

7/22/2006 Page 3






NODE DXmm.

DYmm.

DZmm.

RXdeg.

RYdeg.

RZdeg.

1300 -4.799 -9.816 2.315 0.0593 0.1074 1.1553

1309 -3.687 -9.414 2.221 0.0353 0.1333 1.1666

1310 -3.180 -8.333 2.073 0.0096 0.1575 1.1785

1320 -2.805 -0.000 0.578 -0.1586 0.2734 1.2464

1330 1.204 99.368 -29.951 -1.9593 0.1350 0.9627

1338 1.281 100.696 -30.122 -1.9938 0.1077 0.9192

1339 1.367 102.326 -30.191 -2.0195 0.0818 0.8767

1340 1.452 104.573 -30.168 -2.0437 0.0561 0.8323

1350 1.459 104.830 -30.161 -2.0458 0.0537 0.8269

1360 1.649 112.086 -29.971 -2.0460 0.0535 0.8265

1368 0.993 142.163 -29.184 -2.0553 -0.1184 0.2089

1369 0.949 144.069 -28.336 -2.0398 -0.1249 0.1653

1370 1.034 144.811 -26.405 -2.0231 -0.1311 0.12491380 0.877 144.290 -7.615 -1.9150 -0.1993 -0.1446

1388 1.398 139.262 -7.754 -1.9561 -0.2026 -0.1330

1389 1.451 138.564 -7.487 -1.9571 -0.2026 -0.1314

1390 1.434 138.259 -6.805 -1.9573 -0.2025 -0.1301

1400 1.431 138.257 -6.756 -1.9573 -0.2025 -0.1300

1410 0.154 137.733 12.477 -1.9573 -0.2025 -0.1300

1420 0.389 144.142 -2.392 -1.8885 -0.2185 -0.2082

1430 -1.703 143.605 16.566 -1.8883 -0.2187 -0.2086

1438 -1.730 143.598 16.803 -1.8878 -0.2195 -0.2102

1439 -2.022 144.281 18.597 -1.8818 -0.2265 -0.2258

1440 -2.329 146.028 19.381 -1.8727 -0.2323 -0.2409

1450 -2.840 150.051 19.499 -1.8445 -0.2389 -0.2719

1458 -3.614 149.911 24.436 -1.9676 -0.2504 -0.3266

1459 -3.723 149.844 25.170 -1.9870 -0.2503 -0.3352

1460 -3.753 149.716 25.549 -2.0100 -0.2500 -0.3428

1468 -3.671 149.173 25.937 -2.1040 -0.2552 -0.3599

1469 -3.614 148.737 26.019 -2.1268 -0.2565 -0.3593

1470 -3.516 147.930 26.038 -2.1453 -0.2578 -0.3579

1480 -3.509 147.877 26.036 -2.1463 -0.2579 -0.3579

1490 -0.975 126.786 25.511 -2.1464 -0.2579 -0.3579

1500 -3.470 154.806 19.641 -1.7789 -0.2401 -0.3066

1510 -4.349 161.177 19.844 -1.6342 -0.2295 -0.3558

1520 -3.906 161.244 17.807 -1.6342 -0.2295 -0.3560

1530 -1.995 161.532 9.034 -1.6342 -0.2295 -0.3560

1538 -4.602 162.968 19.904 -1.5786 -0.2234 -0.3704

1539 -4.830 164.574 19.870 -1.5089 -0.2151 -0.3850

1540 -4.964 165.522 19.694 -1.4306 -0.2055 -0.3946

1548 -5.299 167.820 18.607 -0.9607 -0.1465 -0.3200

1549 -5.235 168.128 18.121 -0.8811 -0.1325 -0.2805

1550 -5.014 168.283 17.282 -0.8028 -0.1178 -0.2374

1560 -4.980 168.290 17.167 -0.7942 -0.1157 -0.2326

1570 -1.163 169.170 4.128 -0.7916 -0.1151 -0.2317

1580 -0.882 169.241 3.181 -0.7056 -0.0960 -0.2158

1590 -0.814 168.970 3.301 -0.7056 -0.0960 -0.2181

1600 -0.528 167.802 3.815 -0.7056 -0.0960 -0.2181

1608 -0.371 169.383 1.593 -0.5281 -0.0571 -0.1836

1609 -0.285 169.429 1.329 -0.4851 -0.0500 -0.1769

1610 -0.225 169.504 1.115 -0.4410 -0.0441 -0.1695

1618 -0.025 169.964 0.297 -0.1780 -0.0311 -0.0963

1619 -0.001 170.008 0.172 -0.0852 -0.0156 -0.05161620 -0.000 170.000 0.103 -0.0010 -0.0002 -0.0009

1630 -0.000 170.000 0.102 -0.0002 -0.0000 -0.0002

1640 0.000 170.000 0.000 -0.0000 -0.0000 -0.0000

7/28/2019 WHP-C1-P-R-0005Rev0

40/75

7/22/2006 Page 1






NODE DXmm.

DYmm.

DZmm.

RXdeg.

RYdeg.

RZdeg.

10 -0.000 -0.000 0.000 0.0000 -0.0000 0.0000

20 -0.432 0.669 0.188 0.0301 -0.0005 0.0689

30 -0.845 0.990 0.369 0.0303 -0.0005 0.0692

40 -12.501 6.041 7.366 0.0794 -0.0042 0.0786

48 -4.487 10.765 9.715 -0.0339 -0.0077 -0.2856

49 -3.561 10.561 9.604 -0.0497 -0.0047 -0.3237

50 -3.007 9.661 9.550 -0.0592 -0.0020 -0.3552

58 -2.305 5.146 9.580 -0.0899 -0.0031 -0.3684

59 -2.139 4.001 9.523 -0.0966 -0.0044 -0.3613

60 -2.058 3.295 9.368 -0.1032 -0.0051 -0.3542

70 -2.000 2.000 8.639 -0.0893 -0.0026 -0.321780 -2.000 -0.000 4.310 -0.0387 0.0101 -0.1281

88 -2.237 -0.846 3.438 -0.0634 0.0174 -0.0891

89 -2.191 -0.962 3.202 -0.0638 0.0195 -0.0797

90 -2.012 -0.875 2.958 -0.0609 0.0212 -0.0651

98 -0.575 0.885 1.294 -0.0458 0.0098 -0.0370

99 -0.405 1.002 1.162 -0.0405 0.0074 -0.0367

100 -0.201 0.966 1.100 -0.0371 0.0040 -0.0355

110 0.290 0.676 1.078 -0.0303 0.0011 -0.0298

120 0.701 0.491 1.080 -0.0247 -0.0017 -0.0201

130 1.533 0.182 1.106 -0.0246 -0.0018 -0.0198

140 1.784 0.105 1.119 -0.0211 -0.0040 -0.0172

150 2.142 -0.000 1.154 -0.0162 -0.0074 -0.0188

160 2.347 -0.076 1.184 -0.0134 -0.0095 -0.0196

170 3.180 -0.378 1.332 -0.0133 -0.0096 -0.0192

180 3.587 -0.451 1.418 -0.0077 -0.0146 -0.0021

190 3.844 -0.438 1.491 -0.0042 -0.0178 0.0074

200 3.788 -0.031 1.459 -0.0042 -0.0178 0.0074

210 4.242 -0.340 1.633 0.0013 -0.0232 0.0194

220 4.095 0.068 1.643 0.0013 -0.0232 0.0194

230 4.740 -0.123 1.866 0.0081 -0.0303 0.0280

240 4.979 -0.000 2.000 0.0114 -0.0338 0.0292

249 5.333 0.277 2.282 0.0189 -0.0452 0.0359

250 5.289 0.483 2.400 0.0251 -0.0503 0.0423

260 5.168 0.641 2.472 0.0268 -0.0533 0.0439

268 4.192 1.853 3.167 0.0383 -0.0762 0.0440

269 3.981 1.966 3.347 0.0426 -0.0794 0.0411

270 3.702 1.907 3.560 0.0461 -0.0844 0.0393

280 0.772 0.359 5.425 0.0470 -0.0893 0.0130

288 0.538 0.235 5.575 0.0472 -0.0885 0.0109

289 0.226 0.091 5.635 0.0474 -0.0851 0.0082

290 -0.033 0.019 5.467 0.0475 -0.0813 0.0040

300 -0.183 0.011 5.255 0.0483 -0.0803 0.0029

310 -0.555 -0.000 4.741 0.0501 -0.0777 0.0012

320 -1.179 -0.007 3.912 0.0532 -0.0738 -0.0001

330 -1.528 -0.004 3.467 0.0549 -0.0718 -0.0005

340 -1.929 -0.000 2.970 0.0569 -0.0697 -0.0002

350 -2.624 -0.003 2.142 0.0604 -0.0664 0.0001

360 -2.973 -0.002 1.741 0.0621 -0.0650 -0.0003

370 -3.225 -0.000 1.456 0.0634 -0.0641 -0.0005

380 -3.333 0.001 1.335 0.0639 -0.0637 -0.0007390 -3.594 0.004 1.025 0.0639 -0.0637 -0.0007

400 -3.949 0.010 0.632 0.0657 -0.0626 -0.0006

410 -4.298 0.011 0.253 0.0674 -0.0617 0.0008

7/28/2019 WHP-C1-P-R-0005Rev0

41/75

7/22/2006 Page 2






NODE DXmm.

DYmm.

DZmm.

RXdeg.

RYdeg.

RZdeg.

420 -4.639 -0.000 -0.114 0.0691 -0.0609 0.0038

430 -4.752 -0.010 -0.234 0.0697 -0.0607 0.0049

440 -5.014 -0.034 -0.530 0.0697 -0.0607 0.0049

450 -5.274 -0.055 -0.806 0.0710 -0.0603 0.0030

460 -5.623 -0.055 -1.173 0.0710 -0.0599 -0.0018

470 -6.415 -0.000 -2.000 0.0710 -0.0595 -0.0031

480 -6.619 0.007 -2.213 0.0710 -0.0595 -0.0018

490 -6.775 0.011 -2.375 0.0710 -0.0595 -0.0013

500 -6.957 0.015 -2.578 0.0710 -0.0595 -0.0013

1020 -5.314 0.621 0.092 0.0712 -0.0603 0.0032

1030 -5.327 0.723 0.242 0.0872 -0.0605 0.0101

1038 -5.343 0.506 0.454 0.1148 -0.0629 -0.0294

1039 -5.350 0.462 0.466 0.1154 -0.0629 -0.03171040 -5.362 0.427 0.438 0.1155 -0.0628 -0.0332

1050 -5.363 0.426 0.435 0.1155 -0.0628 -0.0333

1060 -5.690 -0.100 -0.702 0.1155 -0.0628 -0.0333

1070 -5.357 0.836 0.440 0.1030 -0.0606 0.0174

1080 -5.532 1.373 1.475 0.1032 -0.0606 0.0174

1088 -5.534 1.381 1.490 0.1043 -0.0606 0.0170

1089 -5.572 1.388 1.614 0.1141 -0.0606 0.0135

1090 -5.634 1.297 1.711 0.1222 -0.0601 0.0095

1098 -5.835 0.854 1.899 0.1298 -0.0552 -0.0043

1099 -5.889 0.710 1.900 0.1276 -0.0520 -0.0084

1100 -5.918 0.610 1.803 0.1239 -0.0482 -0.0119

1110 -6.150 -0.261 0.252 0.0705 0.0096 -0.0007

1120 -6.153 -0.480 -0.037 0.0704 0.0097 -0.0006

1128 -6.108 -0.712 -0.305 0.0554 0.0251 0.0230

1129 -6.072 -0.784 -0.334 0.0510 0.0287 0.0308

1130 -6.031 -0.851 -0.302 0.0469 0.0323 0.0393

1138 -5.898 -0.996 -0.112 0.0376 0.0449 0.0686

1139 -5.832 -1.001 -0.079 0.0355 0.0500 0.0771

1140 -5.761 -0.938 -0.108 0.0336 0.0553 0.0849

1150 -5.682 -0.810 -0.192 0.0306 0.0615 0.0932

1160 -5.610 -0.676 -0.282 0.0209 0.0818 0.1172

1170 -5.279 0.052 -0.790 0.0208 0.0820 0.1174

1180 -5.207 0.209 -0.917 0.0111 0.1019 0.1164

1188 -5.128 0.375 -1.068 0.0082 0.1080 0.1135

1189 -5.034 0.459 -1.175 0.0059 0.1133 0.1093

1190 -4.912 0.450 -1.224 0.0038 0.1188 0.1044

1198 -3.850 -0.238 -1.139 -0.0176 0.1869 0.0685

1199 -3.713 -0.282 -1.100 -0.0196 0.1925 0.0662

1200 -3.504 -0.283 -1.041 -0.0204 0.1979 0.0639

1209 -3.294 -0.239 -1.068 -0.0196 0.2033 0.0616

1210 -3.163 -0.175 -1.241 -0.0175 0.2088 0.0582

1220 -2.972 -0.000 -2.000 -0.0091 0.2244 0.0374

1228 -1.848 0.176 -6.853 0.0399 0.2112 0.0335

1229 -1.716 0.195 -7.027 0.0426 0.2038 0.0429

1230 -1.507 0.171 -7.054 0.0445 0.1962 0.0532

1240 -0.812 -0.000 -6.849 0.0445 0.1734 0.0915

1250 0.034 -0.211 -6.558 0.0313 0.1430 0.1458

1260 0.541 -0.322 -6.368 0.0313 0.1430 0.1459

1270 -2.000 -0.000 -3.296 0.1584 -0.3179 0.7183

1280 -15.676 -9.030 -1.213 0.1053 -0.1760 1.10641290 -16.300 -9.403 -1.024 0.1051 -0.1758 1.1065

1298 -16.325 -9.418 -1.016 0.1027 -0.1725 1.1079

1299 -16.040 -9.526 -0.999 0.0800 -0.1418 1.1183

7/28/2019 WHP-C1-P-R-0005Rev0

42/75

7/22/2006 Page 3






NODE DXmm.

DYmm.

DZmm.

RXdeg.

RYdeg.

RZdeg.

1300 -15.034 -9.605 -1.042 0.0568 -0.1098 1.1290

1309 -13.947 -9.214 -1.051 0.0330 -0.0772 1.1404

1310 -13.450 -8.157 -1.003 0.0073 -0.0468 1.1525

1320 -13.075 -0.000 -1.210 -0.1587 0.1026 1.2211

1330 -9.067 98.654 -30.349 -1.9370 0.2442 0.9820

1338 -8.990 100.010 -30.678 -1.9711 0.2209 0.9401

1339 -8.859 101.651 -30.855 -1.9965 0.1987 0.8992

1340 -8.662 103.886 -30.878 -2.0203 0.1767 0.8564

1350 -8.640 104.140 -30.871 -2.0224 0.1746 0.8512

1360 -8.021 111.313 -30.681 -2.0226 0.1745 0.8509

1368 -6.619 141.043 -29.894 -2.0311 0.0429 0.2556

1369 -6.492 142.925 -29.055 -2.0157 0.0388 0.2135

WHP-C1-P-R-0005Rev0

Documents

Transcript of WHP-C1-P-R-0005Rev0