p7218 cn 413 p 0001_rb stress report

ZADCO DOCUMENT NUMBER Work Ref Doc Type Unit No. Discipline Chrono. No. Rev.

P7218 CN 413 P 0001 B

TECHNIP DOCUMENT NUMBER Doc. Ctg.

Project No Unit Doc. Type Material Code Serial N. Rev.

9678V 600 CN 1370 001 B 2

ZAKUM DEVELOPMENT COMPANY (ZADCO)

ZADCO PROJECT N. P7218 ENGINEERING, PROCUREMENT, CONSTRUCTION & COMMISSIONING (EPC) WORKS FOR SATAH FULL

FIELD DEVELOPMENT PROJECT PIPING STRESS CALCULATION REPORT-CN 001

Page

1 / 14

Modifications subject of this revision concern the following pages:

B 11/04/13 S.MUTHURAJ J.THANGAOKAR S.GHOLAP ISSUED FOR DESIGN

A 14/11/12 S.RAJINIKANTH J.THANGAOKAR S.GHOLAP ISSUED FOR REVIEW

Rev DATE DD/MM/YY WRITTEN BY (name & visa)

CHECKED BY (name & visa)

APPROVED BY (name & visa) STATUS

DOCUMENT REVISIONS

Sections changed in last revision are identified by a line in the right margin

PIPING STRESS CALCULATION REPORT

(CN-001)


P7218 CN 413 P 0001 B



9678V 600 CN 1370 001 B 2




Page

2 / 14

CONTENTS

1. REFERENCE DOCUMENTS ...................................................................................... 3

1.1 Basic Documents ............................................................................................ 3

1.2 Isometric Sketches Analysed .......................................................................... 3

2. CAESAR II INPUT ....................................................................................................... 3

2.1 Mechanical Design Conditions ........................................................................ 3

2.2 Mechanical Characteristics ............................................................................. 4

3. STRESS ANALYSIS RESULTS .................................................................................. 5

3.1 Loads on Nozzles of Equipments .................................................................... 5

3.2 Spring Supports (Used) ................................................................................... 6

3.3 Rigid Struts (Used) .......................................................................................... 6

3.3 Sliding Plates ( Not Used) ............................................................................... 6

3.4 Specification of Trunions/ Dummy Legs (Used) .............................................. 6

3.5 Conclusion: ...................................................................................................... 7

4. SUPPORTS SYMBOLS .............................................................................................. 8

5. APPENDICES ............................................................................................................. 9

5.1 Appendix A: Piping Isometric Drawings .......................................................... 9

5.2 Appendix B: Input listing .................................................................................. 9

5.3 Appendix C: Load Cases and Code Stress Summary.................................... 9

5.4 Appendix D: Loads on Restraints. ................................................................... 9

5.5 Appendix E: NEMA Verification Report. .......................................................... 9


P7218 CN 413 P 0001 B



9678V 600 CN 1370 001 B 2




Page

3 / 14

1. REFERENCE DOCUMENTS

1.1 Basic Documents

Document No. Rev Designation P7218-BD-GEN-P-0005 H PIPING BASIS OF DESIGN

P7218-SH-413-P-0010 H PIPING STRESS CRITICAL LINE LIST(ONSHORE FACILITIES)

P7218-A3-400-F-1179 I LINE SCHEDULE-ZIRKU SATAH PLANT

P7218-TS-GEN-P-0001 0 PIPING MATERIAL SPECIFICATION

1.2 Isometric Sketches Analysed

Line Number Line Size/Piping Spec. Rev From To Remarks

12-P-0521 12/G31BN B

1ST STAGE GAS INJECTION

COMPRESSOR SUCTION SCRUBBER

413-V-002

1st STAGE GAS INJECTION

COMPRESSOR 413-K-001

2. CAESAR II INPUT

2.1 Mechanical Design Conditions

Basic Code : ASME B31.3 Reference Temperature: 37.4F

Line Number

Line size/Piping

Spec.

Pressure (Psig )

Temperature ( F )

Exp.Coef at Design Temp

(mm./m.)

Insul. Thk

(mm)

Wind load as per API RP

2A.

Shape factor 0.65

Design Test Design Ope

12-P-0521 12/G31BN 4150 H/6225 200/-50 140 1.025 100

Note: Friction coefficient = 0.3 for steel to steel supports.

Friction coefficient = 0.1 for steel to Teflon pad supports.


P7218 CN 413 P 0001 B



9678V 600 CN 1370 001 B 2




Page

4 / 14

2.2 Mechanical Characteristics

Piping Spec.

Material Designation

Nominal Size

(inch)

Wall Thk.(mm./Sch

)

Weight Pipe

(N./mm)

Corro.Allow. (mm.)

Rating of

Flange

Allowable Stresses (kpa) Young

Modulus (kpa) Sc Sh SA

G31BN A333 Gr. 6 12 44.5mm 3 3 2500 137892 137892 206838 2.0414E+008

G31BN A333 Gr. 6 8 31.75mm 1.44 3 2500 137892 137892 206838 2.0414E+008


P7218 CN 413 P 0001 B



9678V 600 CN 1370 001 B 2




Page

5 / 14

3. STRESS ANALYSIS RESULTS

3.1 Loads on Nozzles of Equipments

Equipment No: 413-V-002

Nozzle No: N2

Node : 2921

Line No : 12-P-0521-G31BN

NPS : 12

Rating: # 2500

Equipment centreline is along Y axis. (Nozzle loads without friction)

LOAD CASES DESCRIPTION FORCES MOMENTS Status

Fa (kN)

Fr (kN)

Mt (kN.M)

Mr (kN.M)

W+D1+T+P1+H (T= MAX. OF T1/T2/T3) 44 25.5 8.5 70.5 Passed

W+P1+H (Sustained) 33.5 1.5 0.5 7.2 Passed

ALLOWABLES 79.2 99 71.3 77.9

Equipment centreline is along Y axis. (Nozzle loads with friction)

LOAD CASES DESCRIPTION FORCES MOMENTS Status

Fa (kN)

Fr (kN)

Mt (kN.M)

Mr (kN.M)

W+D1+T+P1+H (T= MAX. OF T1/T2/T3) 44 24.5 8 66 Passed

W+P1+H (Sustained) 34 2.3 1 5.5 Passed

ALLOWABLES 79.2 99 71.3 77.9

Y

X Z N


P7218 CN 413 P 0001 B



9678V 600 CN 1370 001 B 2




Page

6 / 14

3.2 Spring Supports (Used)

Node No. 2090 2410

Item Number P7218-SPS-0Z01-VS P7218-SPS-0Z02-VS

Note: Refer spring data sheet. (Doc. No: P7218-DS-GEN-P-0031)

3.3 Rigid Struts (Used)

Node No. 2455 2462 2462

Item Number P7218-PX-0Z01-AT29 P7218-PX-0Z02-AT29

P7218-PG-0Z09-AT29

Note: Refer rigid strut data sheet. (Doc. No: P7218-DS-GEN-P-0032)

3.3 Sliding Plates ( Not Used)

Connection Node

Item Number

Note: Refer sliding plate data sheet. (Doc. No: P7218-DS-GEN-P-0030)

3.4 Specification of Trunions/ Dummy Legs (Used)

Node No 2352 2455 2462 Pipe Dia. (in) 12 8 8

Pipe Thk (mm) 44.75 31.75 31.75 Dummy Dia. (in) 8 6 6

Dummy Thk. (mm) 31.75 25.4 25.4

Dummy Length (mm) 600 500 500

Pad Thk. (mm) - 31.75 31.75 Pad Width (mm) - 275 275


P7218 CN 413 P 0001 B



9678V 600 CN 1370 001 B 2




Page

7 / 14

3.5 Conclusion:

Stresses are within allowable limits as per B31.3, for all load cases. For NEMA verification combine check , the other calculated nozzle loads are

referred from the relevant calculation(CN 002,CN004& CN005)

NEMA verification combine check is done for all nozzle and found that the calculated value is within the vendor allowable value

Loads on equipment nozzles are within the allowable value Support loads and displacements are within limits


P7218 CN 413 P 0001 B



9678V 600 CN 1370 001 B 2




Page

8 / 14

4. SUPPORTS SYMBOLS

Simple rest :

Longitudinal guide :

Transversal guide :

Directional anchor :

Adjustable support :

Main anchor :

Spring support :

Hanger :

Rigid strut :

Shock absorber :

Temporary rest :


P7218 CN 413 P 0001 B



9678V 600 CN 1370 001 B 2




Page

9 / 14

5. APPENDICES

5.1 Appendix A: Piping Isometric Drawings

5.2 Appendix B: Input listing

5.3 Appendix C: Load Cases and Code Stress Summary

5.4 Appendix D: Loads on Restraints.

5.5 Appendix E: NEMA Verification Report.


P7218 CN 413 P 0001 B



9678V 600 CN 1370 001 B 2




Page

10 / 14

Appendix A

Piping Isometric Drawings

sarulmuruganLine

sarulmuruganText BoxN

srajinikanthText Box

OVERALL PLOT

srajinikanthText BoxAPPENDIX A

srajinikanthText Box12"-P-0521-G31BN

sarulmuruganLine

srajinikanthText Box413-V-002

sarulmuruganLine

srajinikanthText Box413-K-001

sarulmuruganLine

srajinikanthText BoxSHEET NO: 1 OF 6

smuthurajText BoxSTRESS SYSTEM NO. CN001REV B SHEET NO.2 OF 6

srajinikanthCN-NORTH

smuthurajText BoxSTRESS SYSTEM NO. CN001REVB SHEET NO.6 OF 6



P7218 CN 413 P 0001 B



9678V 600 CN 1370 001 B 2




Page

11 / 14

Appendix B

Input Listing

04/11/13 19:05:10 Page 1

CAESAR II Ver.5.20.2, (Build 100122) Date: APR 11, 2013 Time: 19:3Job: D:\SATAH FFD\STRESS CALCULATIONS\DOCUMENTATION...\CN-001_A_BLicensed To: Technip India -- ID #19146

Input Echo

PIPE DATA ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- From 2010 To 2020 DY= 473.000 mm. PIPE Dia= 12.750 in. Wall= 44.500 mm. Insul= 100.000 mm. Cor= 3.0000 mm. GENERAL T1= 140 F T2= 200 F T3= -50 F P1=4150.0000 lb./sq.in. PHyd=6225.0000 lb./sq.in. Mat= (177)A333 6 E= 204,139,904 KPa EH1= 201,046,528 KPa EH2= 198,564,480 KPa EH3= 206,148,544 KPa EH4= 204,139,904 KPa EH5= 204,139,904 KPa EH6= 204,139,904 KPa EH7= 204,139,904 KPa EH8= 204,139,904 KPa EH9= 204,139,904 KPa v = .292 Density= .0078 kg./cu.cm. Insul= .0046 lb./cu.in. Fluid= 9.1999998 lb./cu.ft. RIGID Weight= 7,330.00 N. RESTRAINTS Node 2010 ANC Cnode 2940 UNIFORM LOAD GX1= .16 g's GY1= .00 g's GZ1= .00 g's GX2= .00 g's GY2= .10 g's GZ2= .00 g's GX3= .00 g's GY3= .00 g's GZ3= .16 g's WIND Wind Shape= .650 ALLOWABLE STRESSES B31.3 (2006) Cycle Max Switch = Sc= 137,892 KPa Sh1= 137,892 KPa Sh2= 137,892 KPa Sh3= 137,892 KPa Sh4= 137,892 KPa Sh5= 137,892 KPa Sh6= 137,892 KPa Sh7= 137,892 KPa Sh8= 137,892 KPa Sh9= 137,892 KPa Sy= 229,245 KPa ----------------------------------------------------------------------------- From 2020 To 2030 DY= 739.000 mm. SINGLE FLANGED BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2029 Angle/Node @2= .00 2028 ALLOWABLE STRESSES B31.3 (2006) Cycle Max Switch = Sc= 137,892 KPa Sh1= 137,892 KPa Sh2= 137,892 KPa Sh3= 137,892 KPa Sh4= 137,892 KPa Sh5= 137,892 KPa Sh6= 137,892 KPa Sh7= 137,892 KPa Sh8= 137,892 KPa Sh9= 137,892 KPa Sy= 241,311 KPa ----------------------------------------------------------------------------- From 2030 To 2040 DZ= 458.000 mm. ----------------------------------------------------------------------------- From 2040 To 2050 DZ= 480.000 mm. RIGID Weight= 7,330.00 N. ----------------------------------------------------------------------------- From 2050 To 2060 DZ= 134.000 mm. RIGID Weight= 1,000.00 N. ----------------------------------------------------------------------------- From 2060 To 2070 DZ= 480.000 mm. RIGID Weight= 7,330.00 N. ----------------------------------------------------------------------------- From 2070 To 2080 DZ= 1,431.000 mm. RESTRAINTS Node 2080 Guide -----------------------------------------------------------------------------

srajinikanthText BoxAPPENDIX B

04/11/13 19:05:10 Page 2


Input Echo From 2080 To 2090 DZ= 600.000 mm. HANGERS Hanger Node = 2090 Hanger Table = 2 Available Space = .0000 mm. Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N. Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 384.00 N./mm. Theoretical Cold Load = 22,000.00 N. ----------------------------------------------------------------------------- From 2090 To 2100 DZ= 2,367.000 mm. BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2099 Angle/Node @2= .00 2098 ----------------------------------------------------------------------------- From 2100 To 2110 DX= -3,000.000 mm. RESTRAINTS Node 2110 +Y Mu = .30 ----------------------------------------------------------------------------- From 2110 To 2120 DX= -3,000.000 mm. RESTRAINTS Node 2120 Y Mu = .30 Node 2120 Z ----------------------------------------------------------------------------- From 2120 To 2130 DX= -1,000.000 mm. BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2129 Angle/Node @2= .00 2128 ----------------------------------------------------------------------------- From 2130 To 2140 DY= 1,150.000 mm. BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2139 Angle/Node @2= .00 2138 ----------------------------------------------------------------------------- From 2140 To 2160 DX= 1,000.000 mm. ----------------------------------------------------------------------------- From 2160 To 2170 DX= 3,000.000 mm. RESTRAINTS Node 2170 Y Mu = .30 ----------------------------------------------------------------------------- From 2170 To 2180 DX= 6,700.000 mm. RESTRAINTS Node 2180 Y Mu = .30 Node 2180 Z Node 2180 X ----------------------------------------------------------------------------- From 2180 To 2190 DX= 505.000 mm. ----------------------------------------------------------------------------- From 2190 To 2200 DX= 482.000 mm. RIGID Weight= 7,330.00 N. ----------------------------------------------------------------------------- From 2200 To 2210 DX= 20.000 mm. RIGID Weight= 1,000.00 N. ----------------------------------------------------------------------------- From 2210 To 2220 DX= 479.000 mm. RIGID Weight= 7,330.00 N. -----------------------------------------------------------------------------

04/11/13 19:05:10 Page 3


Input Echo From 2220 To 2230 DX= 1,100.000 mm. ----------------------------------------------------------------------------- From 2230 To 2240 DX= 910.000 mm. BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2239 Angle/Node @2= .00 2238 ----------------------------------------------------------------------------- From 2240 To 2250 DY= -3,000.000 mm. BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2249 Angle/Node @2= .00 2248 ----------------------------------------------------------------------------- From 2250 To 2260 DZ= -800.000 mm. RESTRAINTS Node 2260 Y Mu = .30 ----------------------------------------------------------------------------- From 2260 To 2270 DZ= -324.000 mm. ----------------------------------------------------------------------------- From 2270 To 2280 DZ= -491.000 mm. RIGID Weight= 7,330.00 N. ----------------------------------------------------------------------------- From 2280 To 2290 DZ= -481.000 mm. RIGID Weight= 7,330.00 N. ----------------------------------------------------------------------------- From 2290 To 2300 DZ= -254.000 mm. SIF's & TEE's Node 2300 Welding Tee ----------------------------------------------------------------------------- From 2300 To 2310 DX= -589.000 mm. ----------------------------------------------------------------------------- From 2310 To 2320 DX= -489.000 mm. RIGID Weight= 7,330.00 N. ----------------------------------------------------------------------------- From 2320 To 2330 DX= -100.000 mm. RIGID Weight= 2,000.00 N. ----------------------------------------------------------------------------- From 2330 To 2340 DX= -489.000 mm. RIGID Weight= 7,330.00 N. ----------------------------------------------------------------------------- From 2340 To 2350 DX= -457.000 mm. SINGLE FLANGED BEND at "TO" end Radius= 457.200 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2349 PIPE DATA ----------------------------------------------------------------------------- From 2350 To 2355 DZ= 1,657.000 mm. ----------------------------------------------------------------------------- From 2355 To 2360 DZ= 643.000 mm. ----------------------------------------------------------------------------- From 2349 To 2351 DX= -122.000 mm. DZ= -106.000 mm. RIGID Weight= .00 N. ----------------------------------------------------------------------------- From 2351 To 2352 DZ= -600.000 mm. PIPE Dia= 8.625 in. Wall= 31.750 mm. Insul= .000 mm. Cor= .0000 mm.

04/11/13 19:05:10 Page 4


Input Echo GENERAL T1= 37 F T2= 37 F T3= 37 F P1= .0000 lb./sq.in. PHyd= .0000 lb./sq.in. Insul= .0000 lb./cu.in. Fluid= .0000000 lb./cu.ft. RESTRAINTS Node 2352 Y Mu = .30 Node 2352 X ALLOWABLE STRESSES B31.3 (2006) Cycle Max Switch = Sc= 137,892 KPa Sh1= 137,892 KPa Sh2= 137,892 KPa Sh3= 137,892 KPa Sh4= 137,892 KPa Sh5= 137,892 KPa Sh6= 137,892 KPa Sh7= 137,892 KPa Sh8= 137,892 KPa Sh9= 137,892 KPa Sy= 241,311 KPa ----------------------------------------------------------------------------- From 2360 To 2362 DZ= 1,050.000 mm. PIPE Dia= 12.750 in. Wall= 44.500 mm. Insul= 100.000 mm. Cor= 3.0000 mm. GENERAL T1= 140 F T2= 200 F T3= -50 F P1=4150.0000 lb./sq.in. PHyd=6225.0000 lb./sq.in. Insul= .0046 lb./cu.in. Fluid= 9.1999998 lb./cu.ft. ALLOWABLE STRESSES B31.3 (2006) Cycle Max Switch = Sc= 137,892 KPa Sh1= 137,892 KPa Sh2= 137,892 KPa Sh3= 137,892 KPa Sh4= 137,892 KPa Sh5= 137,892 KPa Sh6= 137,892 KPa Sh7= 137,892 KPa Sh8= 137,892 KPa Sh9= 137,892 KPa Sy= 241,311 KPa ----------------------------------------------------------------------------- From 2362 To 2365 DZ= 350.000 mm. RESTRAINTS Node 2365 Y Mu = .30 Node 2365 X ----------------------------------------------------------------------------- From 2365 To 2370 DZ= 600.000 mm. SIF's & TEE's Node 2370 Welding Tee ----------------------------------------------------------------------------- From 2370 To 2375 DZ= 1,107.000 mm. ----------------------------------------------------------------------------- From 2375 To 2380 DZ= 230.000 mm. ----------------------------------------------------------------------------- From 2380 To 2390 DZ= 489.000 mm. RIGID Weight= 7,330.00 N. ----------------------------------------------------------------------------- From 2390 To 2400 DZ= 489.000 mm. RIGID Weight= 7,330.00 N. ----------------------------------------------------------------------------- From 2400 To 2410 DZ= 855.000 mm. HANGERS Hanger Node = 2410 Hanger Table = 2 Available Space = .0000 mm. Allowed Load Variation = 12.5000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N. Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 263.00 N./mm. Theoretical Cold Load = 26,500.00 N. ----------------------------------------------------------------------------- From 2410 To 2420 DZ= 200.000 mm. -----------------------------------------------------------------------------

04/11/13 19:05:10 Page 5


Input Echo From 2420 To 2430 DY= -52.000 mm. DZ= 203.000 mm. REDUCER Diam2= 8.625 in. Wall2= 31.750 mm. ----------------------------------------------------------------------------- From 2430 To 2440 DZ= 305.000 mm. PIPE Dia= 8.625 in. Wall= 31.750 mm. Insul= 100.000 mm. BEND at "TO" end Radius= 304.800 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2439 ----------------------------------------------------------------------------- From 2440 To 2445 DY= -305.000 mm. GENERAL Fluid= .0000000 lb./cu.ft. ----------------------------------------------------------------------------- From 2445 To 2450 DY= -295.000 mm. SIF's & TEE's Node 2450 Reinforced Tee Pad= 31.750 mm. ----------------------------------------------------------------------------- From 2450 To 2460 DY= -450.000 mm. SIF's & TEE's Node 2460 Reinforced Tee Pad= 31.750 mm. ALLOWABLE STRESSES B31.3 (2006) Cycle Max Switch = Sc= 137,892 KPa Sh1= 137,892 KPa Sh2= 137,892 KPa Sh3= 137,892 KPa Sh4= 137,892 KPa Sh5= 137,892 KPa Sh6= 137,892 KPa Sh7= 137,892 KPa Sh8= 137,892 KPa Sh9= 137,892 KPa Sy= 241,311 KPa ----------------------------------------------------------------------------- From 2460 To 2462 DZ= -500.000 mm. PIPE Dia= 6.625 in. Wall= 25.400 mm. Insul= .000 mm. Cor= .0000 mm. GENERAL T1= 37 F T2= 37 F T3= 37 F P1= .0000 lb./sq.in. PHyd= .0000 lb./sq.in. Insul= .0000 lb./cu.in. RESTRAINTS Node 2462 +XROD Length= 1,000.000 mm. Node 2462 -ZROD Length= 1,000.000 mm. ALLOWABLE STRESSES B31.3 (2006) Cycle Max Switch = Sc= 137,892 KPa Sh1= 137,892 KPa Sh2= 137,892 KPa Sh3= 137,892 KPa Sh4= 137,892 KPa Sh5= 137,892 KPa Sh6= 137,892 KPa Sh7= 137,892 KPa Sh8= 137,892 KPa Sh9= 137,892 KPa Sy= 241,311 KPa ----------------------------------------------------------------------------- From 2460 To 2465 DY= -545.000 mm. PIPE Dia= 8.625 in. Wall= 31.750 mm. Insul= 100.000 mm. Cor= 3.0000 mm. GENERAL T1= 140 F T2= 200 F T3= -50 F P1=4150.0000 lb./sq.in. PHyd=6225.0000 lb./sq.in. Insul= .0046 lb./cu.in. ALLOWABLE STRESSES B31.3 (2006) Cycle Max Switch = Sc= 137,892 KPa Sh1= 137,892 KPa Sh2= 137,892 KPa Sh3= 137,892 KPa Sh4= 137,892 KPa Sh5= 137,892 KPa Sh6= 137,892 KPa Sh7= 137,892 KPa Sh8= 137,892 KPa Sh9= 137,892 KPa Sy= 241,311 KPa ----------------------------------------------------------------------------- From 2465 To 2470 DY= -552.000 mm.

04/11/13 19:05:10 Page 6


Input Echo ----------------------------------------------------------------------------- From 2470 To 2480 DY= -152.000 mm. DZ= 25.000 mm. PIPE Dia= 8.625 in. Wall= 31.750 mm. Insul= 100.000 mm. REDUCER Diam2= 6.625 in. Wall2= 25.400 mm. ----------------------------------------------------------------------------- From 2480 To 2485 DY= -250.000 mm. PIPE Dia= 6.625 in. Wall= 25.400 mm. Insul= 100.000 mm. ----------------------------------------------------------------------------- From 2485 To 2490 DY= -191.000 mm. RIGID Weight= 1,685.79 N. RESTRAINTS Node 2490 ANC Cnode 2491 DISPLACEMENTS Node 2491 DX1= .000 mm. DY1= .200 mm. DZ1= .000 mm. RX1= .000 RY1= .000 RZ1= .000 ----------------------------------------------------------------------------- From 2300 To 2500 DX= 280.000 mm. PIPE Dia= 12.750 in. Wall= 44.500 mm. Insul= 100.000 mm. GENERAL Fluid= 9.1999998 lb./cu.ft. ----------------------------------------------------------------------------- From 2500 To 2510 DX= 473.075 mm. RIGID Weight= 7,330.00 N. PIPE DATA ----------------------------------------------------------------------------- From 2900 To 2910 DY= 3,498.000 mm. PIPE Dia= 64.650 in. Wall= 146.000 mm. Insul= .000 mm. Cor= .0000 mm. GENERAL T1= 140 F T2= 200 F T3= -50 F P1= .0000 lb./sq.in. PHyd= .0000 lb./sq.in. Mat= (382)A516 65 E= 204,139,904 KPa EH1= 201,046,528 KPa EH2= 198,564,480 KPa EH3= 206,148,544 KPa EH4= 204,139,904 KPa EH5= 204,139,904 KPa EH6= 204,139,904 KPa EH7= 204,139,904 KPa EH8= 204,139,904 KPa EH9= 204,139,904 KPa v = .292 Density= .0078 kg./cu.cm. Insul= .0000 lb./cu.in. Fluid= .0000000 lb./cu.ft. RIGID Weight= .00 N. RESTRAINTS Node 2900 ANC UNIFORM LOAD GX1= .00 g's GY1= .00 g's GZ1= .00 g's GX2= .00 g's GY2= .00 g's GZ2= .00 g's GX3= .00 g's GY3= .00 g's GZ3= .00 g's WIND/WAVE OFF ALLOWABLE STRESSES B31.3 (2006) Cycle Max Switch = Sc= 149,613 KPa Sh1= 148,510 KPa Sh2= 146,855 KPa Sh3= 149,613 KPa Sh4= 149,613 KPa Sh5= 149,613 KPa Sh6= 149,613 KPa Sh7= 149,613 KPa Sh8= 149,613 KPa Sh9= 149,613 KPa Sy= 229,245 KPa ----------------------------------------------------------------------------- From 2910 To 2920 DY= 784.000 mm.

04/11/13 19:05:10 Page 7


Input Echo RIGID Weight= .00 N. ----------------------------------------------------------------------------- From 2921 To 2930 DY= 513.000 mm. PIPE Dia= 17.362 in. Wall= 93.500 mm. Insul= .000 mm. GENERAL Mat= (177)A333 6 E= 204,139,904 KPa EH1= 201,046,528 KPa EH2= 198,564,480 KPa EH3= 206,148,544 KPa EH4= 204,139,904 KPa EH5= 204,139,904 KPa EH6= 204,139,904 KPa EH7= 204,139,904 KPa EH8= 204,139,904 KPa EH9= 204,139,904 KPa v = .292 Density= .0078 kg./cu.cm. RESTRAINTS Node 2921 ANC Cnode 2920 ALLOWABLE STRESSES B31.3 (2006) Cycle Max Switch = Sc= 137,892 KPa Sh1= 137,892 KPa Sh2= 137,892 KPa Sh3= 137,892 KPa Sh4= 137,892 KPa Sh5= 137,892 KPa Sh6= 137,892 KPa Sh7= 137,892 KPa Sh8= 137,892 KPa Sh9= 137,892 KPa Sy= 241,311 KPa ----------------------------------------------------------------------------- From 2930 To 2940 DY= 202.000 mm. PIPE Dia= 12.750 in. Wall= 93.500 mm. Insul= .000 mm. RIGID Weight= 7,330.00 N. ----------------------------------------------------------------------------- From 2450 To 2455 DZ= -500.000 mm. PIPE Dia= 6.625 in. Wall= 25.400 mm. Insul= .000 mm. Cor= .0000 mm. GENERAL T1= 37 F T2= 37 F T3= 37 F P1= .0000 lb./sq.in. PHyd= .0000 lb./sq.in. Mat= (177)A333 6 E= 204,139,904 KPa EH1= 204,139,904 KPa EH2= 204,139,904 KPa EH3= 204,139,904 KPa EH4= 204,139,904 KPa EH5= 204,139,904 KPa EH6= 204,139,904 KPa EH7= 204,139,904 KPa EH8= 204,139,904 KPa EH9= 204,139,904 KPa v = .292 Density= .0078 kg./cu.cm. Insul= .0000 lb./cu.in. Fluid= .0000000 lb./cu.ft. RESTRAINTS Node 2455 -ZROD Length= 1,000.000 mm. UNIFORM LOAD GX1= .16 g's GY1= .00 g's GZ1= .00 g's GX2= .00 g's GY2= .10 g's GZ2= .00 g's GX3= .00 g's GY3= .00 g's GZ3= .16 g's WIND Wind Shape= .650 ALLOWABLE STRESSES B31.3 (2006) Cycle Max Switch = Sc= 137,892 KPa Sh1= 137,892 KPa Sh2= 137,892 KPa Sh3= 137,892 KPa Sh4= 137,892 KPa Sh5= 137,892 KPa Sh6= 137,892 KPa Sh7= 137,892 KPa Sh8= 137,892 KPa Sh9= 137,892 KPa Sy= 241,311 KPa INPUT UNITS USED... UNITS= STFFD 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.

04/11/13 19:05:10 Page 8


Input Echo MOMENTS(OUTPUT) inch-pounds x 0.113 = N.m. STRESS lbs./sq.in. x 6.895 = KPa TEMP. SCALE degrees F. x 1.000 = F PRESSURE psig x 1.000 = lb./sq.in. 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 1.000 = lb./cu.in. FLUID DENSITY lbs./cu.in. x 1728.000 = lb./cu.ft. TRANSL. STIF lbs./in. x 0.175 = N./mm. ROTATIONAL STIF in.lb./deg. x 0.113 = N.m./deg UNIFORM LOAD lb./in. x 0.175 = N./mm. 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 1.000 = in. WALL THICKNESS inches x 25.400 = mm.


P7218 CN 413 P 0001 B



9678V 600 CN 1370 001 B 2




Page

12 / 14

Appendix C

Stress Summary

04/11/13 19:05:40 Page 1

CAESAR II Ver.5.20.2, (Build 100122) Date: APR 11, 2013 Time: 19:3Job: D:\SATAH FFD\STRESS CALCULATIONS\DOCUMENTATION...\CN-001_A_BLicensed To: Technip India -- ID #19146STRESS SUMMARY REPORT: Highest Stresses Mini StatementVarious Load Cases

LOAD CASE DEFINITION KEY

CASE 1 (HYD) WW+HP+HCASE 5 (SUS) W+P1+HCASE 6 (SUS) WNC+HCASE 7 (OCC) WIN1CASE 8 (OCC) WIN2CASE 9 (OCC) WIN3CASE 10 (OCC) WIN4CASE 11 (OCC) U1CASE 12 (OCC) U2CASE 13 (OCC) U3CASE 14 (OCC) L14=L11+L12+L13CASE 15 (OCC) L15=L5+L14CASE 16 (OCC) L16=L5+L7CASE 17 (OCC) L17=L5+L8CASE 18 (OCC) L18=L5+L9CASE 19 (OCC) L19=L5+L10CASE 25 (EXP) L25=L2-L5CASE 26 (EXP) L26=L3-L5CASE 27 (EXP) L27=L4-L5CASE 28 (EXP) L28=L26+L27

Piping Code: B31.3 = B31.3 -2006, May 31, 2007

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

Highest Stresses: (KPa ) LOADCASE 1 (HYD) WW+HP+HCodeStress Ratio (%): 23.2 @Node 2028Code Stress: 55881.5 Allowable: 241311.0 Axial Stress: 47635.7 @Node 2160 Bending Stress: 15790.6 @Node 2351 Torsion Stress: 3714.8 @Node 2340 Hoop Stress: 113252.8 @Node 2028 3D Max Intensity: 181132.4 @Node 2310

CODE STRESS CHECK PASSED : LOADCASE 5 (SUS) W+P1+H

Highest Stresses: (KPa ) LOADCASE 5 (SUS) W+P1+HCodeStress Ratio (%): 31.7 @Node 2300Code Stress: 43686.7 Allowable: 137892.0 Axial Stress: 35459.7 @Node 2420 Bending Stress: 16058.4 @Node 2351 Torsion Stress: 4123.8 @Node 2310 Hoop Stress: 83028.2 @Node 2028 3D Max Intensity: 128203.0 @Node 2310

CODE STRESS CHECK PASSED : LOADCASE 6 (SUS) WNC+H

srajinikanthText BoxAPPENDIX C

04/11/13 19:05:40 Page 2


LOAD CASE DEFINITION KEYHighest Stresses: (KPa ) LOADCASE 6 (SUS) WNC+HCodeStress Ratio (%): 10.9 @Node 2351Code Stress: 15019.6 Allowable: 137892.0 Axial Stress: 604.9 @Node 2480 Bending Stress: 15019.6 @Node 2351 Torsion Stress: 4207.9 @Node 2310 Hoop Stress: 0.0 @Node 2020 3D Max Intensity: 15019.6 @Node 2351

CODE STRESS CHECK PASSED : LOADCASE 7 (OCC) WIN1

Highest Stresses: (KPa ) LOADCASE 7 (OCC) WIN1CodeStress Ratio (%): 1.0 @Node 2460Code Stress: 1917.2 Allowable: 183396.4 Axial Stress: 42.9 @Node 2190 Bending Stress: 1917.1 @Node 2460 Torsion Stress: 656.6 @Node 2480 Hoop Stress: 0.0 @Node 2020 3D Max Intensity: 1917.2 @Node 2460






Highest Stresses: (KPa ) LOADCASE 10 (OCC) WIN4CodeStress Ratio (%): 1.6 @Node 2180Code Stress: 2920.5 Allowable: 183396.4 Axial Stress: 309.4 @Node 2455 Bending Stress: 2903.7 @Node 2180 Torsion Stress: 497.7 @Node 2129

04/11/13 19:05:40 Page 3


LOAD CASE DEFINITION KEYHoop Stress: 0.0 @Node 2020 3D Max Intensity: 2975.5 @Node 2180

CODE STRESS CHECK PASSED : LOADCASE 11 (OCC) U1

Highest Stresses: (KPa ) LOADCASE 11 (OCC) U1CodeStress Ratio (%): 2.4 @Node 2351Code Stress: 4373.6 Allowable: 183396.4 Axial Stress: 234.8 @Node 2180 Bending Stress: 4373.6 @Node 2351 Torsion Stress: 867.6 @Node 2480 Hoop Stress: 0.0 @Node 2020 3D Max Intensity: 4373.6 @Node 2351





CODE STRESS CHECK PASSED : LOADCASE 14 (OCC) L14=L11+L12+L13

Highest Stresses: (KPa ) LOADCASE 14 (OCC) L14=L11+L12+L13CodeStress Ratio (%): 3.7 @Node 2450Code Stress: 6746.8 Allowable: 183396.4 Axial Stress: 2101.3 @Node 2455 Bending Stress: 6671.4 @Node 2450 Torsion Stress: 890.1 @Node 2480 Hoop Stress: 0.0 @Node 2020 3D Max Intensity: 6796.4 @Node 2450

CODE STRESS CHECK PASSED : LOADCASE 15 (OCC) L15=L5+L14

Highest Stresses: (KPa ) LOADCASE 15 (OCC) L15=L5+L14

04/11/13 19:05:40 Page 4


LOAD CASE DEFINITION KEYCodeStress Ratio (%): 25.5 @Node 2430Code Stress: 46812.9 Allowable: 183396.4 Axial Stress: 35824.2 @Node 2420 Bending Stress: 21824.8 @Node 2351 Torsion Stress: 4568.8 @Node 2310 Hoop Stress: 83028.2 @Node 2028 3D Max Intensity: 132277.7 @Node 2450


Highest Stresses: (KPa ) LOADCASE 16 (OCC) L16=L5+L7CodeStress Ratio (%): 24.0 @Node 2300Code Stress: 44079.3 Allowable: 183396.4 Axial Stress: 35464.1 @Node 2190 Bending Stress: 16931.4 @Node 2351 Torsion Stress: 4131.6 @Node 2310 Hoop Stress: 83028.2 @Node 2028 3D Max Intensity: 128958.1 @Node 2365






Highest Stresses: (KPa ) LOADCASE 19 (OCC) L19=L5+L10CodeStress Ratio (%): 24.0 @Node 2300Code Stress: 44055.7 Allowable: 183396.4 Axial Stress: 35509.4 @Node 2420 Bending Stress: 16827.5 @Node 2351 Torsion Stress: 4102.2 @Node 2310 Hoop Stress: 83028.2 @Node 2028

04/11/13 19:05:40 Page 5


LOAD CASE DEFINITION KEY3D Max Intensity: 131025.4 @Node 2180

CODE STRESS CHECK PASSED : LOADCASE 25 (EXP) L25=L2-L5

Highest Stresses: (KPa ) LOADCASE 25 (EXP) L25=L2-L5CodeStress Ratio (%): 6.9 @Node 2080Code Stress: 14273.6 Allowable: 206838.0 Axial Stress: 865.3 @Node 2462 Bending Stress: 14237.9 @Node 2080 Torsion Stress: 2024.2 @Node 2310 Hoop Stress: 0.0 @Node 2020 3D Max Intensity: 14882.0 @Node 2080





CODE STRESS CHECK PASSED : LOADCASE 28 (EXP) L28=L26+L27

Highest Stresses: (KPa ) LOADCASE 28 (EXP) L28=L26+L27CodeStress Ratio (%): 16.7 @Node 2080Code Stress: 34472.3 Allowable: 206838.0 Axial Stress: 1916.6 @Node 2462 Bending Stress: 34386.0 @Node 2080 Torsion Stress: 4940.9 @Node 2310 Hoop Stress: 0.0 @Node 2020 3D Max Intensity: 35941.7 @Node 2080


P7218 CN 413 P 0001 B



9678V 600 CN 1370 001 B 2




Page

13 / 14

Appendix D

Loads on Restraints

04/11/13 19:06:21 Page 1

CAESAR III Ver.5.20.2, (Build 100122) Date: APR 11, 2013 Time: 19:3Job: D:\\SATAH FFD\STRESS CALCULATIONS\DOCUMENTATION...\CN-001_A_BLicensedd To: Technip India -- ID #19146RESTRAINNT SUMMARY EXTENDED REPORT: Loads On RestraintsVarious Load Cases

NODE Load Case FXN. FYN.

FZN.

MXN.m.

MYN.m.

MZN.m.

DXmm.

DYmm.

DZmm.

LOAD CASSE DEFINITION KEY

CASE 1 (HYD) WW+HP+HCASE 2 (OPE) W+D1+T1+P1+HCASE 3 (OPE) W+D1+T2+P1+HCASE 4 (OPE) W+T3+P1+HCASE 5 (SUS) W+P1+HCASE 6 (SUS) WNC+HCASE 20 (OPE) L20=L3+L14CASE 21 (OPE) L21=L3+L7CASE 22 (OPE) L22=L3+L8CASE 23 (OPE) L23=L3+L9CASE 24 (OPE) L24=L3+L10

2010 Rigid ANC 1(HYD) 1512 -27692 -1467 19918 317 -3413 0.003 -0.001 0.013 2(OPE) 13731 -25942 -645 29321 5143 -13928 0.017 3.155 0.020 3(OPE) 21574 -28354 -473 42853 8077 -21917 0.026 5.120 0.030 4(OPE) -8846 -19001 -1141 -9630 -3300 9070 -0.011 -2.502 -0.007 5(SUS) 1135 -22071 -922 7592 433 -1097 0.001 -0.001 0.005 6(SUS) -456 -20504 -72 595 -260 -211 -0.000 -0.001 0.000 20(OPE) 24142 32626 8194 52636 8257 24433 0.029 5.120 0.040 21(OPE) 22559 -28312 -487 42613 8026 -22677 0.027 5.120 0.030 22(OPE) 20554 -28350 -467 42814 8120 -21078 0.025 5.120 0.030 23(OPE) 21588 -27911 1757 44453 8039 -22254 0.026 5.120 0.032 24(OPE) 21417 -28607 -2737 40120 8084 -21256 0.026 5.120 0.027 MAX 24142/L20 32626/L20 8194/L20 52636/L20 8257/L20 24433/L20 0.029/L20 5.120/L20 0.040/L20

2080 Rigid GUI 1(HYD) -348 0 0 0 0 0 -0.000 0.046 0.219 2(OPE) -26248 0 0 0 0 0 -0.000 2.945 2.145 3(OPE) -42291 0 0 0 0 0 -0.000 4.552 3.414 4(OPE) 19933 0 0 0 0 0 0.000 -1.681 -1.510 5(SUS) -484 0 0 0 0 0 -0.000 0.364 0.106 6(SUS) 1043 0 0 0 0 0 0.000 0.075 0.004 20(OPE) 46776 0 0 0 0 0 0.000 4.972 3.477 21(OPE) -40049 0 0 0 0 0 -0.000 4.566 3.413 22(OPE) -44446 0 0 0 0 0 -0.000 4.555 3.414 23(OPE) -42710 0 0 0 0 0 -0.000 4.549 3.423 24(OPE) -41517 0 0 0 0 0 -0.000 4.624 3.398 MAX 46776/L20 0.000/L20 4.972/L20 3.477/L20

2090 User Design VSH 1(HYD) 0 -14563 0 0 0 0 -0.041 0.000 0.277 2(OPE) 0 -21017 0 0 0 0 -0.320 2.561 2.562 3(OPE) 0 -20495 0 0 0 0 -0.503 3.918 4.068 4(OPE) 0 -22517 0 0 0 0 0.206 -1.346 -1.771 5(SUS) 0 -21854 0 0 0 0 -0.026 0.381 0.145 6(SUS) 0 -21970 0 0 0 0 0.009 0.079 0.004 20(OPE) 0 20698 0 0 0 0 0.523 4.445 4.131 21(OPE) 0 -20488 0 0 0 0 -0.498 3.936 4.066 22(OPE) 0 -20494 0 0 0 0 -0.506 3.922 4.068 23(OPE) 0 -20498 0 0 0 0 -0.504 3.911 4.077 24(OPE) 0 -20458 0 0 0 0 -0.497 4.015 4.052 MAX -22517/L4 0.523/L20 4.445/L20 4.131/L20

2110 Rigid +Y 1(HYD) 0 -20365 0 0 0 0 -0.634 -0.000 0.385 2(OPE) 0 -5425 0 0 0 0 -4.526 -0.000 1.887 3(OPE) 0 -781 0 0 0 0 -7.083 -0.000 2.916 4(OPE) 0 -18786 0 0 0 0 2.835 -0.000 -1.075 5(SUS) 0 -12877 0 0 0 0 -0.420 -0.000 0.234 6(SUS) 0 -11868 0 0 0 0 0.060 -0.000 0.026 20(OPE) 0 1701 0 0 0 0 7.221 0.521 2.990 21(OPE) 0 -781 0 0 0 0 -7.061 0.029 2.919 22(OPE) 0 -956 0 0 0 0 -7.100 -0.000 2.913 23(OPE) 0 -1490 0 0 0 0 -7.071 -0.000 2.975 24(OPE) 0 -781 0 0 0 0 -7.071 0.119 2.859 MAX -20365/L1 7.221/L20 0.521/L20 2.990/L20

2120 Rigid Z; Rigid Y 1(HYD) 0 -14832 1696 0 0 0 -0.925 -0.000 0.000 2(OPE) 0 -24000 1361 0 0 0 -6.620 -0.000 0.000 3(OPE) 0 -28921 1495 0 0 0 -10.360 -0.000 0.000 4(OPE) 0 -9832 974 0 0 0 4.146 -0.000 0.000 5(SUS) 0 -16094 1144 0 0 0 -0.613 -0.000 0.000 6(SUS) 0 -14380 359 0 0 0 0.061 -0.000 0.000 20(OPE) 0 31515 6011 0 0 0 10.497 0.000 0.000 21(OPE) 0 -29167 1546 0 0 0 -10.338 -0.000 0.000 22(OPE) 0 -28578 1456 0 0 0 -10.376 -0.000 0.000 23(OPE) 0 -28731 6467 0 0 0 -10.348 -0.000 0.000

mdandawateText BoxLoad on restraints without friction

srajinikanthText BoxAPPENDIX D

04/11/13 19:06:21 Page 2



FZN.

MXN.m.

MYN.m.

MZN.m.

DXmm.

DYmm.

DZmm.

24(OPE) 0 -28721 -3430 0 0 0 -10.347 -0.000 -0.000 MAX 31515/L20 6467/L23 10.497/L20 0.000/L20 0.000/L23

2170 Rigid Y 1(HYD) 0 -15341 0 0 0 0 -0.651 -0.000 0.433 2(OPE) 0 -14129 0 0 0 0 -4.654 -0.000 1.772 3(OPE) 0 -12970 0 0 0 0 -7.283 -0.000 2.661 4(OPE) 0 -17482 0 0 0 0 2.911 -0.000 -0.791 5(SUS) 0 -16007 0 0 0 0 -0.434 -0.000 0.341 6(SUS) 0 -19211 0 0 0 0 -0.000 -0.000 0.208 20(OPE) 0 15447 0 0 0 0 7.289 0.000 3.054 21(OPE) 0 -12720 0 0 0 0 -7.282 -0.000 2.675 22(OPE) 0 -13201 0 0 0 0 -7.284 -0.000 2.643 23(OPE) 0 -12918 0 0 0 0 -7.282 -0.000 3.190 24(OPE) 0 -12949 0 0 0 0 -7.283 -0.000 2.115 MAX -19211/L6 7.289/L20 -0.000/L6 3.190/L23

2180 Rigid Z; Rigid X; Rigid Y 1(HYD) -888 -27192 -1055 0 0 0 -0.000 -0.000 -0.000 2(OPE) 5537 -17033 -4767 0 0 0 0.000 -0.000 -0.000 3(OPE) 9204 -11170 -7061 0 0 0 0.000 -0.000 -0.000 4(OPE) -4994 -33865 1836 0 0 0 -0.000 -0.000 0.000 5(SUS) -327 -26403 -1083 0 0 0 -0.000 -0.000 -0.000 6(SUS) 6 -26560 -1705 0 0 0 0.000 -0.000 -0.000 20(OPE) 23713 14573 15032 0 0 0 0.000 0.000 0.000 21(OPE) 11813 -11745 -7129 0 0 0 0.000 -0.000 -0.000 22(OPE) 6541 -10585 -7003 0 0 0 0.000 -0.000 -0.000 23(OPE) 9090 -10834 -818 0 0 0 0.000 -0.000 -0.000 24(OPE) 9098 -11468 -13346 0 0 0 0.000 -0.000 -0.000 MAX 23713/L20 -33865/L4 15032/L20 0.000/L20 -0.000/L4 0.000/L20

2260 Rigid Y 1(HYD) 0 -52665 0 0 0 0 0.552 -0.000 -1.298 2(OPE) 0 -63544 0 0 0 0 2.517 -0.000 -5.649 3(OPE) 0 -70858 0 0 0 0 3.864 -0.000 -8.688 4(OPE) 0 -42443 0 0 0 0 -1.365 -0.000 3.120 5(SUS) 0 -51751 0 0 0 0 0.350 -0.000 -0.748 6(SUS) 0 -51574 0 0 0 0 -0.072 -0.000 0.115 20(OPE) 0 76848 0 0 0 0 4.091 0.000 9.065 21(OPE) 0 -70147 0 0 0 0 3.930 -0.000 -8.738 22(OPE) 0 -71574 0 0 0 0 3.798 -0.000 -8.638 23(OPE) 0 -71472 0 0 0 0 3.820 -0.000 -8.613 24(OPE) 0 -70262 0 0 0 0 3.908 -0.000 -8.762 MAX 76848/L20 4.091/L20 0.000/L20 9.065/L20

2352 Rigid X; Rigid Y 1(HYD) 165 -20742 0 0 0 0 0.000 -0.000 -0.793 2(OPE) 2858 -18170 0 0 0 0 0.000 -0.000 -5.712 3(OPE) 4591 -16193 0 0 0 0 0.000 -0.000 -8.989 4(OPE) -2142 -23547 0 0 0 0 -0.000 -0.000 3.739 5(SUS) 63 -21031 0 0 0 0 0.000 -0.000 -0.432 6(SUS) -115 -19698 0 0 0 0 -0.000 -0.000 0.027 20(OPE) 11757 18264 0 0 0 0 0.000 0.000 9.079 21(OPE) 5761 -16358 0 0 0 0 0.000 -0.000 -8.989 22(OPE) 3425 -16028 0 0 0 0 0.000 -0.000 -8.989 23(OPE) 5573 -16001 0 0 0 0 0.000 -0.000 -8.976 24(OPE) 3624 -16385 0 0 0 0 0.000 -0.000 -9.002 MAX 11757/L20 -23547/L4 0.000/L20 -0.000/L4 9.079/L20

2365 Rigid X; Rigid Y 1(HYD) -181 -22346 0 0 0 0 -0.000 -0.000 -0.485 2(OPE) 5054 -7963 0 0 0 0 0.000 -0.000 -3.191 3(OPE) 8313 -5073 0 0 0 0 0.000 -0.000 -5.027 4(OPE) -4338 -17152 0 0 0 0 -0.000 -0.000 2.109 5(SUS) -191 -13474 0 0 0 0 -0.000 -0.000 -0.227 6(SUS) -431 -14023 0 0 0 0 -0.000 -0.000 0.027 20(OPE) 14599 7785 0 0 0 0 0.000 0.000 5.113 21(OPE) 11661 -5102 0 0 0 0 0.000 -0.000 -5.027 22(OPE) 4962 -5043 0 0 0 0 0.000 -0.000 -5.027 23(OPE) 7720 -4781 0 0 0 0 0.000 -0.000 -5.015 24(OPE) 8896 -5359 0 0 0 0 0.000 -0.000 -5.039 MAX 14599/L20 -22346/L1 0.000/L20 -0.000/L1 5.113/L20

2410 User Design VSH 1(HYD) 0 17909 0 0 0 0 0.091 0.000 -0.210 2(OPE) 0 -26021 0 0 0 0 -0.099 1.822 -0.629 3(OPE) 0 -25774 0 0 0 0 -0.219 2.761 -0.982 4(OPE) 0 -26776 0 0 0 0 0.247 -1.050 0.406 5(SUS) 0 -26462 0 0 0 0 0.096 0.145 -0.044 6(SUS) 0 -26494 0 0 0 0 0.119 0.023 0.026 20(OPE) 0 25785 0 0 0 0 0.352 2.802 1.065 21(OPE) 0 -25774 0 0 0 0 -0.133 2.761 -0.982

04/11/13 19:06:21 Page 3



FZN.

MXN.m.

MYN.m.

MZN.m.

DXmm.

DYmm.

DZmm.

22(OPE) 0 -25774 0 0 0 0 -0.304 2.761 -0.982 23(OPE) 0 -25772 0 0 0 0 -0.210 2.766 -0.970 24(OPE) 0 -25775 0 0 0 0 -0.227 2.755 -0.994 MAX -26776/L4 0.352/L20 2.802/L20 1.065/L20

2455 Rigid -ZROD 1(HYD) 0 0 -19360 0 0 0 0.030 0.087 -0.000 2(OPE) 0 0 -11240 0 0 0 -0.045 1.617 -0.000 3(OPE) 0 0 -14887 0 0 0 -0.092 2.439 -0.000 4(OPE) 0 0 683 0 0 0 0.092 -0.943 0.000 5(SUS) 0 0 -3958 0 0 0 0.032 0.102 -0.000 6(SUS) 0 0 3861 0 0 0 0.042 0.012 0.000 20(OPE) 0 0 38843 0 0 0 0.158 2.474 0.000 21(OPE) 0 0 -14896 0 0 0 -0.047 2.439 -0.000 22(OPE) 0 0 -14865 0 0 0 -0.136 2.439 -0.000 23(OPE) 0 0 -11307 0 0 0 -0.088 2.444 -0.000 24(OPE) 0 0 -18414 0 0 0 -0.096 2.433 -0.000 MAX 38843/L20 0.158/L20 2.474/L20 0.000/L20

2462 Rigid -ZROD; Rigid +XROD 1(HYD) 454 0 19241 0 0 0 0.000 0.116 0.000 2(OPE) -1382 0 14658 0 0 0 -0.000 1.357 0.000 3(OPE) -2559 0 19932 0 0 0 -0.000 2.022 0.000 4(OPE) 2027 0 -1919 0 0 0 0.000 -0.758 -0.000 5(SUS) 529 0 4793 0 0 0 0.000 0.089 0.000 6(SUS) 801 0 -2314 0 0 0 0.000 0.001 -0.000 20(OPE) 4802 0 29420 0 0 0 0.000 2.024 0.000 21(OPE) -960 0 19934 0 0 0 -0.000 2.022 0.000 22(OPE) -4158 0 19926 0 0 0 -0.000 2.022 0.000 23(OPE) -2430 0 18946 0 0 0 -0.000 2.022 0.000 24(OPE) -2685 0 20897 0 0 0 -0.000 2.022 0.000 MAX 4802/L20 29420/L20 0.000/L20 2.024/L20 0.000/L20

2490 Rigid ANC 1(HYD) -713 -35176 945 248 242 179 -0.000 -0.000 0.000 2(OPE) 450 -1573 632 525 -273 52 0.000 0.200 0.000 3(OPE) 1169 -4228 993 791 -596 -19 0.000 0.200 0.000 4(OPE) -1641 6585 -433 -253 664 263 -0.000 0.000 -0.000 5(SUS) -726 3206 26 85 254 172 -0.000 0.000 0.000 6(SUS) -849 4243 -130 -14 316 173 -0.000 0.000 -0.000 20(OPE) 1387 6453 1172 863 1114 445 0.000 0.200 0.000 21(OPE) 1366 -4222 993 791 -216 -451 0.000 0.200 0.000 22(OPE) 972 -4235 993 791 -977 413 0.000 0.200 0.000 23(OPE) 1131 -4378 1270 876 -572 -25 0.000 0.200 0.000 24(OPE) 1207 -4081 715 705 -620 -13 0.000 0.200 0.000 MAX -1641/L4 -35176/L1 1270/L23 876/L23 1114/L20 -451/L21 -0.000/L4 0.200/L2 0.000/L23

2491 Displ. Reaction 1(HYD) -713 -35176 945 248 242 179 -0.000 -0.000 0.000 2(OPE) 450 -1573 632 525 -273 52 0.000 0.200 0.000 3(OPE) 1169 -4228 993 791 -596 -19 0.000 0.200 0.000 4(OPE) -1641 6585 -433 -253 664 263 -0.000 0.000 -0.000 5(SUS) -726 3206 26 85 254 172 -0.000 0.000 0.000 6(SUS) -849 4243 -130 -14 316 173 -0.000 0.000 -0.000 20(OPE) 1387 6453 1172 863 1114 445 0.000 0.200 0.000 21(OPE) 1366 -4222 993 791 -216 -451 0.000 0.200 0.000 22(OPE) 972 -4235 993 791 -977 413 0.000 0.200 0.000 23(OPE) 1131 -4378 1270 876 -572 -25 0.000 0.200 0.000 24(OPE) 1207 -4081 715 705 -620 -13 0.000 0.200 0.000 MAX -1641/L4 -35176/L1 1270/L23 876/L23 1114/L20 -451/L21 -0.000/L4 0.200/L2 0.000/L23

2900 Rigid ANC 1(HYD) 1512 -39328 -1467 12588 317 -10966 0.000 -0.000 -0.000 2(OPE) 13731 -37294 -645 26097 5143 -82540 0.000 -0.000 -0.000 3(OPE) 21574 -39707 -473 40491 8077 -129722 0.000 -0.000 -0.000 4(OPE) -8846 -30354 -1141 -15333 -3300 53273 -0.000 -0.000 -0.000 5(SUS) 1135 -33423 -922 2985 433 -6770 0.000 -0.000 -0.000 6(SUS) -456 -31857 -72 237 -260 2067 -0.000 -0.000 -0.000 20(OPE) 24142 43979 8194 86176 8257 144559 0.000 0.000 0.000 21(OPE) 22559 -39664 -487 40179 8026 -135404 0.000 -0.000 -0.000 22(OPE) 20554 -39702 -467 40482 8120 -123784 0.000 -0.000 -0.000 23(OPE) 21588 -39264 1757 53233 8039 -130131 0.000 -0.000 0.000 24(OPE) 21417 -39960 -2737 26441 8084 -128277 0.000 -0.000 -0.000 MAX 24142/L20 43979/L20 8194/L20 86176/L20 8257/L20 144559/L20 0.000/L20 0.000/L20 0.000/L20

2921 Rigid ANC 1(HYD) 1512 -39328 -1467 18869 317 -4494 0.000 -0.000 0.000 2(OPE) 13731 -37294 -645 28859 5143 -23745 0.000 2.704 0.000 3(OPE) 21574 -39707 -473 42515 8077 -37343 0.001 4.389 0.000 4(OPE) -8846 -30354 -1141 -10446 -3300 15395 -0.000 -2.143 -0.000 5(SUS) 1135 -33423 -922 6932 433 -1908 0.000 -0.000 0.000 6(SUS) -456 -31857 -72 544 -260 115 -0.000 -0.000 0.000

04/11/13 19:06:21 Page 4



FZN.

MXN.m.

MYN.m.

MZN.m.

DXmm.

DYmm.

DZmm.

20(OPE) 24142 43979 8194 56591 8257 41433 0.001 4.389 0.000 21(OPE) 22559 -39664 -487 42265 8026 -38807 0.001 4.389 0.000 22(OPE) 20554 -39702 -467 42480 8120 -35773 0.000 4.389 0.000 23(OPE) 21588 -39264 1757 45709 8039 -37690 0.001 4.389 0.000 24(OPE) 21417 -39960 -2737 38162 8084 -36569 0.001 4.389 0.000 MAX 24142/L20 43979/L20 8194/L20 56591/L20 8257/L20 41433/L20 0.001/L20 4.389/L20 0.000/L20

04/11/13 19:08:24 Page 1

CAESAR III Ver.5.20.2, (Build 100122) Date: APR 11, 2013 Time: 19:2Job: D:\\SATAH FFD\STRESS CALCULATIONS\DOCUMENTATION...\CN-001_F_BLicensedd To: Technip India -- ID #19146RESTRAINNT SUMMARY EXTENDED REPORT: Loads On RestraintsVarious Load Cases


FZN.

MXN.m.

MYN.m.

MZN.m.

DXmm.

DYmm.

DZmm.

LOAD CASSE DEFINITION KEY

CASE 1 (HYD) WW+HP+HCASE 2 (OPE) W+D1+T1+P1+HCASE 3 (OPE) W+D1+T2+P1+HCASE 4 (OPE) W+T3+P1+HCASE 5 (SUS) W+P1+HCASE 6 (SUS) WNC+HCASE 20 (OPE) L20=L3+L14CASE 21 (OPE) L21=L3+L7CASE 22 (OPE) L22=L3+L8CASE 23 (OPE) L23=L3+L9CASE 24 (OPE) L24=L3+L10

2010 Rigid ANC 1(HYD) 378 -27871 -3474 18154 -79 -2042 0.002 -0.001 0.011 2(OPE) 12688 -26255 -1348 29150 4775 -12702 0.015 3.155 0.020 3(OPE) 20273 -28268 -1052 40528 7660 -20064 0.024 5.120 0.028 4(OPE) -7764 -18731 748 -8161 -2917 7809 -0.009 -2.502 -0.005 5(SUS) 203 -22303 -2265 6632 101 -18 0.000 -0.001 0.004 6(SUS) -123 -20576 -101 542 -126 -476 0.000 -0.001 0.000 20(OPE) 22864 32527 8636 49944 7835 22462 0.027 5.120 0.037 21(OPE) 21267 -28233 -1068 40296 7613 -20830 0.025 5.120 0.028 22(OPE) 19238 -28260 -1044 40491 7698 -19213 0.023 5.120 0.028 23(OPE) 20293 -27827 1072 42016 7625 -20403 0.024 5.120 0.030 24(OPE) 20126 -28525 -3315 37813 7672 -19414 0.024 5.120 0.025 MAX 22864/L20 32527/L20 8636/L20 49944/L20 7835/L20 22462/L20 0.027/L20 5.120/L20 0.037/L20

2080 Rigid GUI 1(HYD) 3044 0 0 0 0 0 0.000 0.048 0.210 2(OPE) -23509 0 0 0 0 0 -0.000 2.923 2.145 3(OPE) -38972 0 0 0 0 0 -0.000 4.672 3.399 4(OPE) 16707 0 0 0 0 0 0.000 -1.673 -1.502 5(SUS) 2199 0 0 0 0 0 0.000 0.354 0.101 6(SUS) 277 0 0 0 0 0 0.000 0.079 0.004 20(OPE) 43285 0 0 0 0 0 0.000 5.072 3.459 21(OPE) -36750 0 0 0 0 0 -0.000 4.686 3.397 22(OPE) -41092 0 0 0 0 0 -0.000 4.675 3.399 23(OPE) -39368 0 0 0 0 0 -0.000 4.671 3.407 24(OPE) -38220 0 0 0 0 0 -0.000 4.742 3.383 MAX 43285/L20 0.000/L20 5.072/L20 3.459/L20

2090 User Design VSH 1(HYD) 0 -14750 0 0 0 0 -0.014 0.000 0.267 2(OPE) 0 -21026 0 0 0 0 -0.295 2.535 2.562 3(OPE) 0 -20434 0 0 0 0 -0.471 4.078 4.052 4(OPE) 0 -22513 0 0 0 0 0.181 -1.335 -1.764 5(SUS) 0 -21859 0 0 0 0 -0.004 0.368 0.140 6(SUS) 0 -21967 0 0 0 0 0.001 0.086 0.004 20(OPE) 0 20627 0 0 0 0 0.488 4.578 4.113 21(OPE) 0 -20427 0 0 0 0 -0.467 4.095 4.051 22(OPE) 0 -20433 0 0 0 0 -0.474 4.081 4.052 23(OPE) 0 -20436 0 0 0 0 -0.472 4.072 4.060 24(OPE) 0 -20398 0 0 0 0 -0.466 4.173 4.036 MAX -22513/L4 0.488/L20 4.578/L20 4.113/L20

2110 Rigid +Y 1(HYD) -4526 -18093 2996 0 0 0 -0.490 -0.000 0.324 2(OPE) -864 -3141 377 0 0 0 -4.373 -0.000 1.906 3(OPE) 0 0 0 0 0 0 -6.881 0.247 2.953 4(OPE) 5833 -20786 -2206 0 0 0 2.697 -0.000 -1.020 5(SUS) -2731 -11078 1893 0 0 0 -0.296 -0.000 0.205 6(SUS) 1429 -12328 137 0 0 0 0.008 -0.000 0.001 20(OPE) 37 963 287 0 0 0 7.001 0.729 3.018 21(OPE) 0 0 0 0 0 0 -6.860 0.276 2.956 22(OPE) -46 -155 -6 0 0 0 -6.895 0.247 2.951 23(OPE) 40 -736 217 0 0 0 -6.871 0.247 3.006 24(OPE) 0 0 0 0 0 0 -6.870 0.365 2.896 MAX 5833/L4 -20786/L4 2996/L1 7.001/L20 0.729/L20 3.018/L20

2120 Rigid Z; Rigid Y 1(HYD) -5336 -17788 263 0 0 0 -0.781 -0.000 0.000 2(OPE) -8096 -26985 575 0 0 0 -6.466 -0.000 0.000 3(OPE) -9312 -31039 925 0 0 0 -10.157 -0.000 0.000 4(OPE) 2126 -7087 2432 0 0 0 4.011 -0.000 0.000 5(SUS) -5575 -18582 152 0 0 0 -0.490 -0.000 0.000 6(SUS) 1533 -13424 -525 0 0 0 0.009 -0.000 -0.000 20(OPE) 10131 33770 5339 0 0 0 10.276 0.000 0.000 21(OPE) -9244 -31264 937 0 0 0 -10.136 -0.000 0.000 22(OPE) -9400 -30743 926 0 0 0 -10.170 -0.000 0.000 23(OPE) -9240 -30799 5813 0 0 0 -10.147 -0.000 0.000

mdandawateText BoxLoad on restraints with friction

srajinikanthText BoxAPPENDIX D

04/11/13 19:08:24 Page 2



FZN.

MXN.m.

MYN.m.

MZN.m.

DXmm.

DYmm.

DZmm.

24(OPE) -9246 -30820 -4006 0 0 0 -10.145 -0.000 -0.000 MAX 10131/L20 33770/L20 5813/L23 10.276/L20 0.000/L20 0.000/L23

2170 Rigid Y 1(HYD) -4332 -14628 703 0 0 0 -0.641 -0.000 0.104 2(OPE) -3943 -13658 1114 0 0 0 -4.645 -0.000 1.313 3(OPE) -3565 -12399 1060 0 0 0 -7.274 -0.000 2.163 4(OPE) 5409 -18262 -874 0 0 0 2.900 -0.000 -0.468 5(SUS) -4543 -15311 675 0 0 0 -0.425 -0.000 0.063 6(SUS) -400 -19592 1339 0 0 0 -0.002 -0.000 0.008 20(OPE) 3849 14708 1579 0 0 0 7.279 0.000 2.547 21(OPE) -3543 -12170 1125 0 0 0 -7.273 -0.000 2.165 22(OPE) -3572 -12599 1001 0 0 0 -7.275 -0.000 2.156 23(OPE) -3565 -12364 1071 0 0 0 -7.274 -0.000 2.692 24(OPE) -3565 -12398 1060 0 0 0 -7.274 -0.000 1.615 MAX 5409/L4 -19592/L6 1579/L20 7.279/L20 -0.000/L6 2.692/L23

2180 Rigid Z; Rigid X; Rigid Y 1(HYD) 5191 -23274 -609 0 0 0 0.000 -0.000 -0.000 2(OPE) 8183 -10870 -4168 0 0 0 0.000 -0.000 -0.000 3(OPE) 10804 -4712 -6536 0 0 0 0.000 -0.000 -0.000 4(OPE) -13138 -36908 1741 0 0 0 -0.000 -0.000 0.000 5(SUS) 6368 -23646 -693 0 0 0 0.000 -0.000 -0.000 6(SUS) -1434 -27130 -2655 0 0 0 -0.000 -0.000 -0.000 20(OPE) 24739 8058 14442 0 0 0 0.000 0.000 0.000 21(OPE) 13244 -5224 -6632 0 0 0 0.000 -0.000 -0.000 22(OPE) 8354 -4193 -6452 0 0 0 0.000 -0.000 -0.000 23(OPE) 10627 -4427 -316 0 0 0 0.000 -0.000 -0.000 24(OPE) 10581 -4959 -12811 0 0 0 0.000 -0.000 -0.000 MAX 24739/L20 -36908/L4 14442/L20 0.000/L20 -0.000/L4 0.000/L20

2260 Rigid Y 1(HYD) 1957 -58907 -17563 0 0 0 0.050 -0.000 -0.453 2(OPE) 7920 -73550 -20595 0 0 0 1.722 -0.000 -4.477 3(OPE) 9162 -81250 -22588 0 0 0 3.040 -0.000 -7.494 4(OPE) -4075 -37393 10451 0 0 0 -0.965 -0.000 2.476 5(SUS) -36 -56198 -12862 0 0 0 -0.000 -0.000 -0.073 6(SUS) -791 -50782 1829 0 0 0 -0.005 -0.000 0.010 20(OPE) 9598 87024 23210 0 0 0 3.236 0.000 7.828 21(OPE) 9310 -80647 -22691 0 0 0 3.097 -0.000 -7.534 22(OPE) 9013 -81856 -22483 0 0 0 2.982 -0.000 -7.453 23(OPE) 9082 -81783 -22449 0 0 0 3.002 -0.000 -7.428 24(OPE) 9239 -80734 -22721 0 0 0 3.077 -0.000 -7.559 MAX 9598/L20 87024/L20 23210/L20 3.236/L20 0.000/L20 7.828/L20

2352 Rigid X; Rigid Y 1(HYD) 9472 -19250 -5775 0 0 0 0.000 -0.000 -0.657 2(OPE) 12284 -16053 -4816 0 0 0 0.000 -0.000 -5.548 3(OPE) 14052 -13953 -4186 0 0 0 0.000 -0.000 -8.834 4(OPE) -6899 -24489 7347 0 0 0 -0.000 -0.000 3.598 5(SUS) 8128 -20394 -6118 0 0 0 0.000 -0.000 -0.287 6(SUS) -705 -19666 901 0 0 0 -0.000 -0.000 0.005 20(OPE) 21072 15973 4526 0 0 0 0.000 0.000 8.915 21(OPE) 15241 -14083 -4147 0 0 0 0.000 -0.000 -8.833 22(OPE) 12865 -13822 -4225 0 0 0 0.000 -0.000 -8.834 23(OPE) 14980 -13774 -4132 0 0 0 0.000 -0.000 -8.822 24(OPE) 13138 -14130 -4239 0 0 0 0.000 -0.000 -8.845 MAX 21072/L20 -24489/L4 7347/L4 0.000/L20 -0.000/L4 8.915/L20

2365 Rigid X; Rigid Y 1(HYD) -6957 -21269 -6381 0 0 0 -0.000 -0.000 -0.359 2(OPE) -4833 -3254 -976 0 0 0 -0.000 -0.000 -3.036 3(OPE) -1893 -420 -126 0 0 0 -0.000 -0.000 -4.880 4(OPE) 633 -20386 6116 0 0 0 0.000 -0.000 1.975 5(SUS) -5185 -10236 -3071 0 0 0 -0.000 -0.000 -0.091 6(SUS) 384 -14648 1000 0 0 0 0.000 -0.000 0.006 20(OPE) 7907 2983 713 0 0 0 0.000 0.000 4.959 21(OPE) 1363 -424 -125 0 0 0 0.000 -0.000 -4.879 22(OPE) -5152 -415 -127 0 0 0 -0.000 -0.000 -4.880 23(OPE) -2409 -175 -52 0 0 0 -0.000 -0.000 -4.869 24(OPE) -1386 -663 -199 0 0 0 -0.000 -0.000 -4.891 MAX 7907/L20 -21269/L1 -6381/L1 0.000/L20 -0.000/L1 4.959/L20

2410 User Design VSH 1(HYD) 0 34927 0 0 0 0 0.208 0.000 -0.094 2(OPE) 0 -26003 0 0 0 0 0.071 1.889 -0.482 3(OPE) 0 -25757 0 0 0 0 -0.043 2.824 -0.843 4(OPE) 0 -26792 0 0 0 0 0.163 -1.109 0.280 5(SUS) 0 -26446 0 0 0 0 0.179 0.206 0.084 6(SUS) 0 -26496 0 0 0 0 0.102 0.014 0.006 20(OPE) 0 25767 0 0 0 0 0.177 2.861 0.919 21(OPE) 0 -25757 0 0 0 0 0.044 2.824 -0.843

04/11/13 19:08:24 Page 3



FZN.

MXN.m.

MYN.m.

MZN.m.

DXmm.

DYmm.

DZmm.

22(OPE) 0 -25757 0 0 0 0 -0.130 2.824 -0.844 23(OPE) 0 -25756 0 0 0 0 -0.036 2.829 -0.833 24(OPE) 0 -25759 0 0 0 0 -0.050 2.819 -0.854 MAX 34927/L1 0.208/L1 2.861/L20 0.919/L20

2455 Rigid -ZROD 1(HYD) 0 0 24530 0 0 0 0.082 0.136 0.000 2(OPE) 0 0 31654 0 0 0 0.031 1.681 0.000 3(OPE) 0 0 25778 0 0 0 -0.014 2.499 0.000 4(OPE) 0 0 -35933 0 0 0 0.055 -0.998 -0.000 5(SUS) 0 0 33386 0 0 0 0.069 0.158 0.000 6(SUS) 0 0 -1914 0 0 0 0.035 0.003 -0.000 20(OPE) 0 0 47665 0 0 0 0.081 2.531 0.000 21(OPE) 0 0 25891 0 0 0 0.032 2.499 0.000 22(OPE) 0 0 25683 0 0 0 -0.059 2.499 0.000 23(OPE) 0 0 28910 0 0 0 -0.010 2.503 0.000 24(OPE) 0 0 22689 0 0 0 -0.017 2.494 0.000 MAX 47665/L20 0.082/L1 2.531/L20 0.000/L20

2462 Rigid -ZROD; Rigid +XROD 1(HYD) 2028 0 3500 0 0 0 0.000 0.114 0.000 2(OPE) 928 0 -2947 0 0 0 0.000 1.361 -0.000 3(OPE) -172 0 3256 0 0 0 -0.000 2.025 0.000 4(OPE) 872 0 13169 0 0 0 0.000 -0.761 0.000 5(SUS) 1668 0 -10599 0 0 0 0.000 0.092 -0.000 6(SUS) 593 0 58 0 0 0 0.000 0.001 0.000 20(OPE) 2431 0 11877 0 0 0 0.000 2.028 0.000 21(OPE) 1449 0 3208 0 0 0 0.000 2.026 0.000 22(OPE) -1792 0 3297 0 0 0 -0.000 2.025 0.000 23(OPE) -61 0 2454 0 0 0 -0.000 2.025 0.000 24(OPE) -280 0 4040 0 0 0 -0.000 2.025 0.000 MAX 2431/L20 13169/L4 0.000/L20 2.028/L20 0.000/L4

2490 Rigid ANC 1(HYD) -1264 -52102 759 -39 563 132 -0.000 -0.000 0.000 2(OPE) -340 -4022 188 232 194 -22 -0.000 0.200 0.000 3(OPE) 352 -6585 572 513 -113 -96 0.000 0.200 0.000 4(OPE) -1250 8530 -50 -3 432 302 -0.000 0.000 -0.000 5(SUS) -1115 1235 -364 -170 484 135 -0.000 0.000 -0.000 6(SUS) -764 4570 -70 25 271 175 -0.000 0.000 -0.000 20(OPE) 538 8789 770 571 635 523 0.000 0.200 0.000 21(OPE) 541 -6588 571 513 271 -529 0.000 0.200 0.000 22(OPE) 162 -6583 573 514 -498 336 0.000 0.200 0.000 23(OPE) 320 -6710 854 602 -93 -102 0.000 0.200 0.000 24(OPE) 383 -6462 290 425 -134 -91 0.000 0.200 0.000 MAX -1264/L1 -52102/L1 854/L23 602/L23 635/L20 -529/L21 -0.000/L1 0.200/L2 0.000/L23

2491 Displ. Reaction 1(HYD) -1264 -52102 759 -39 563 132 -0.000 -0.000 0.000 2(OPE) -340 -4022 188 232 194 -22 -0.000 0.200 0.000 3(OPE) 352 -6585 572 513 -113 -96 0.000 0.200 0.000 4(OPE) -1250 8530 -50 -3 432 302 -0.000 0.000 -0.000 5(SUS) -1115 1235 -364 -170 484 135 -0.000 0.000 -0.000 6(SUS) -764 4570 -70 25 271 175 -0.000 0.000 -0.000 20(OPE) 538 8789 770 571 635 523 0.000 0.200 0.000 21(OPE) 541 -6588 571 513 271 -529 0.000 0.200 0.000 22(OPE) 162 -6583 573 514 -498 336 0.000 0.200 0.000 23(OPE) 320 -6710 854 602 -93 -102 0.000 0.200 0.000 24(OPE) 383 -6462 290 425 -134 -91 0.000 0.200 0.000 MAX -1264/L1 -52102/L1 854/L23 602/L23 635/L20 -529/L21 -0.000/L1 0.200/L2 0.000/L23

2900 Rigid ANC 1(HYD) 378 -39507 -3474 793 -79 -3930 0.000 -0.000 -0.000 2(OPE) 12688 -37607 -1348 22412 4775 -76103 0.000 -0.000 -0.000 3(OPE) 20273 -39621 -1052 35269 7660 -121370 0.000 -0.000 -0.000 4(OPE) -7764 -30

p7218 cn 413 p 0001_rb stress report

Documents

p7218 cn

appendix b

b technip document number

thangaokar s

p7218 engineering

type material code serial

discipline chrono

stress analysis results