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Input File Accidental Cur Okan

The document details a CAESAR II analysis report for a piping project, including job specifications and pipe data such as dimensions, material properties, and allowable stresses. It outlines various sections of the pipeline, including restraints and wind effects, as well as specific measurements of deflection (DY) across multiple segments. The report is structured with a focus on technical parameters relevant to the design and analysis of the piping system.

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David Peace Achebe
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© © All Rights Reserved
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25 views73 pages

Input File Accidental Cur Okan

The document details a CAESAR II analysis report for a piping project, including job specifications and pipe data such as dimensions, material properties, and allowable stresses. It outlines various sections of the pipeline, including restraints and wind effects, as well as specific measurements of deflection (DY) across multiple segments. The report is structured with a focus on technical parameters relevant to the design and analysis of the piping system.

Uploaded by

David Peace Achebe
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
You are on page 1/ 73

CAESAR II Ver.14.00.00.

0910, (Build 231113) DEC 13,2024 19:21:14


Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

Job Description:

PROJECT:

CLIENT :

ANALYST:

NOTES :
CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

PIPE DATA
-----------------------------------------------------------------------------
-----------------------------------------------------------------------------
From 9 To 10 DY= -.010 m.
PIPE
Dia= 273.100 mm Wall= 14.600 mm
GENERAL
T1= 32 C T2= 38 C P1= 13.7800 bar P2= 51.0200 bar PHyd= 63.7700 bar
Mat= (322)API-5L X60 E= 203,403 N/mm2 EH1= 202,943 N/mm2
EH2= 202,713 N/mm2 EH3= 203,403 N/mm2 EH4= 203,403 N/mm2
EH5= 203,403 N/mm2 EH6= 203,403 N/mm2 EH7= 203,403 N/mm2
EH8= 203,403 N/mm2 EH9= 203,403 N/mm2 v = .300
Pipe Den=7833.4399414 kg/m3 Insul Thk= .584 mm
Insul Den=1440.0000000 kg/m3
WIND
Wind Shape= .500
ALLOWABLE STRESSES
B31.4 (2022) Cycle Max Switch = --- Sy= 414 N/mm2
-----------------------------------------------------------------------------
From 10 To 20 DY= -.121 m.
Element Name=FLANGE_FLG_300
E= 203,403 N/mm2 EH1= 202,943 N/mm2 EH2= 202,713 N/mm2
EH3= 203,403 N/mm2 EH4= 203,403 N/mm2 EH5= 203,403 N/mm2
EH6= 203,403 N/mm2 EH7= 203,403 N/mm2 EH8= 203,403 N/mm2
EH9= 203,403 N/mm2 v = .300 Pipe Den=7833.4399414 kg/m3
RIGID Weight= 409.22 N Type=Flange
ALLOWABLE STRESSES
B31.4 (2022) Cycle Max Switch = --- Sy= 414 N/mm2
FLANGES
Location= From Method= Peq Class/Grade= 300 G/C= 273.100 mm
T/P table ( 1)= 37.8 C -> 51.0 bar
-----------------------------------------------------------------------------
From 20 To 30 DY= -.060 m.
RESTRAINTS
Node 20 ANC
-----------------------------------------------------------------------------
From 30 To 40 DY= -.060 m.
-----------------------------------------------------------------------------
From 40 To 50 DY= -.050 m.
-----------------------------------------------------------------------------
From 50 To 60 DY= -.050 m.
-----------------------------------------------------------------------------
From 60 To 70 DY= -.050 m.
-----------------------------------------------------------------------------
From 70 To 80 DY= -.050 m.
-----------------------------------------------------------------------------
From 80 To 90 DY= -.050 m.
-----------------------------------------------------------------------------
From 90 To 100 DY= -.050 m.
-----------------------------------------------------------------------------
From 100 To 110 DY= -.050 m.
-----------------------------------------------------------------------------
From 110 To 120 DY= -.050 m.
-----------------------------------------------------------------------------
From 120 To 130 DY= -.050 m.
-----------------------------------------------------------------------------
From 130 To 140 DY= -.100 m.
-----------------------------------------------------------------------------
From 140 To 150 DY= -.100 m.
-----------------------------------------------------------------------------
From 150 To 160 DY= -.100 m.
-----------------------------------------------------------------------------
From 160 To 170 DY= -.100 m.
-----------------------------------------------------------------------------
From 170 To 180 DY= -.100 m.
-----------------------------------------------------------------------------
From 180 To 190 DY= -.100 m.
-----------------------------------------------------------------------------
From 190 To 200 DY= -.100 m.
-----------------------------------------------------------------------------
From 200 To 210 DY= -.100 m.
-----------------------------------------------------------------------------
From 210 To 220 DY= -.100 m.
-----------------------------------------------------------------------------
From 220 To 230 DY= -.100 m.
-----------------------------------------------------------------------------
From 230 To 240 DY= -.100 m.
-----------------------------------------------------------------------------
From 240 To 250 DY= -.100 m.
-----------------------------------------------------------------------------
From 250 To 260 DY= -.100 m.
-----------------------------------------------------------------------------
From 260 To 270 DY= -.100 m.
-----------------------------------------------------------------------------
From 270 To 280 DY= -.100 m.
-----------------------------------------------------------------------------
From 280 To 290 DY= -.100 m.
-----------------------------------------------------------------------------
From 290 To 300 DY= -.100 m.
-----------------------------------------------------------------------------
From 300 To 310 DY= -.107 m.
-----------------------------------------------------------------------------
From 310 To 320 DY= -.020 m.
RESTRAINTS
Node 310 Guide K= 10,000,000 N/mm
-----------------------------------------------------------------------------
From 320 To 330 DY= -.020 m.
-----------------------------------------------------------------------------
From 330 To 340 DY= -.032 m.
-----------------------------------------------------------------------------
From 340 To 350 DY= -.050 m.
-----------------------------------------------------------------------------
From 350 To 360 DY= -.050 m.
-----------------------------------------------------------------------------
From 360 To 370 DY= -.050 m.
-----------------------------------------------------------------------------
From 370 To 380 DY= -.050 m.
-----------------------------------------------------------------------------
From 380 To 390 DY= -.050 m.
-----------------------------------------------------------------------------
From 390 To 400 DY= -.050 m.
-----------------------------------------------------------------------------
From 400 To 410 DY= -.050 m.
-----------------------------------------------------------------------------
From 410 To 420 DY= -.050 m.
-----------------------------------------------------------------------------
From 420 To 430 DY= -.050 m.
-----------------------------------------------------------------------------
From 430 To 440 DY= -.050 m.
-----------------------------------------------------------------------------
From 440 To 450 DY= -.100 m.
PIPE
Dia= 273.100 mm Wall= 14.600 mm
GENERAL
Insul Thk= 50.584 mm Insul Den=3624.4799805 kg/m3
-----------------------------------------------------------------------------
From 450 To 460 DY= -.100 m.
-----------------------------------------------------------------------------
From 460 To 470 DY= -.100 m.
-----------------------------------------------------------------------------
From 470 To 480 DY= -.100 m.
-----------------------------------------------------------------------------
From 480 To 490 DY= -.100 m.
-----------------------------------------------------------------------------
From 490 To 500 DY= -.100 m.
-----------------------------------------------------------------------------
From 500 To 510 DY= -.050 m.
PIPE
Dia= 273.100 mm Wall= 14.600 mm
GENERAL
Insul Thk= .584 mm Insul Den=1440.0000000 kg/m3
-----------------------------------------------------------------------------
From 510 To 520 DY= -.050 m.
-----------------------------------------------------------------------------
From 520 To 530 DY= -.050 m.
-----------------------------------------------------------------------------
From 530 To 540 DY= -.050 m.
-----------------------------------------------------------------------------
From 540 To 550 DY= -.050 m.
CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

PIPE DATA
-----------------------------------------------------------------------------
From 550 To 560 DY= -.050 m.
-----------------------------------------------------------------------------
From 560 To 570 DY= -.050 m.
-----------------------------------------------------------------------------
From 570 To 580 DY= -.050 m.
-----------------------------------------------------------------------------
From 580 To 590 DY= -.050 m.
-----------------------------------------------------------------------------
From 590 To 600 DY= -.050 m.
-----------------------------------------------------------------------------
From 600 To 610 DY= -.050 m.
-----------------------------------------------------------------------------
From 610 To 620 DY= -.050 m.
-----------------------------------------------------------------------------
From 620 To 630 DY= -.050 m.
-----------------------------------------------------------------------------
From 630 To 640 DY= -.050 m.
-----------------------------------------------------------------------------
From 640 To 650 DY= -.050 m.
-----------------------------------------------------------------------------
From 650 To 660 DY= -.050 m.
-----------------------------------------------------------------------------
From 660 To 670 DY= -.050 m.
GENERAL
WIND
Wind Shape= .500
ALLOWABLE STRESSES
B31.4 (2022) Cycle Max Switch = --- Sy= 414 N/mm2
-----------------------------------------------------------------------------
From 670 To 680 DY= -.100 m.
GENERAL
PHyd= 63.7700 bar
WAVE
Drag Coef= .650 Added Mass Coef= 1.000 Lift Coef= .000
Marine Growth= 100.000 Mar. Growth Dens.= 1,100.000
-----------------------------------------------------------------------------
From 680 To 690 DY= -.100 m.
GENERAL
WAVE
Drag Coef= .650 Added Mass Coef= 1.000 Lift Coef= .000
Marine Growth= 100.000 Mar. Growth Dens.= 1,100.000
-----------------------------------------------------------------------------
From 690 To 700 DY= -.100 m.
-----------------------------------------------------------------------------
From 700 To 710 DY= -.100 m.
-----------------------------------------------------------------------------
From 710 To 720 DY= -.100 m.
-----------------------------------------------------------------------------
From 720 To 730 DY= -.100 m.
-----------------------------------------------------------------------------
From 730 To 740 DY= -.100 m.
-----------------------------------------------------------------------------
From 740 To 750 DY= -.100 m.
-----------------------------------------------------------------------------
From 750 To 760 DY= -.100 m.
-----------------------------------------------------------------------------
From 760 To 770 DY= -.100 m.
-----------------------------------------------------------------------------
From 770 To 780 DY= -.100 m.
-----------------------------------------------------------------------------
From 780 To 790 DY= -.100 m.
-----------------------------------------------------------------------------
From 790 To 800 DY= -.100 m.
-----------------------------------------------------------------------------
From 800 To 810 DY= -.100 m.
PIPE
Dia= 273.100 mm Wall= 14.600 mm
GENERAL
Insul Thk= 50.584 mm Insul Den=3624.4799805 kg/m3
-----------------------------------------------------------------------------
From 810 To 820 DY= -.100 m.
-----------------------------------------------------------------------------
From 820 To 830 DY= -.100 m.
-----------------------------------------------------------------------------
From 830 To 840 DY= -.100 m.
-----------------------------------------------------------------------------
From 840 To 850 DY= -.100 m.
-----------------------------------------------------------------------------
From 850 To 860 DY= -.100 m.
-----------------------------------------------------------------------------
From 860 To 870 DY= -.100 m.
PIPE
Dia= 273.100 mm Wall= 14.600 mm
GENERAL
Insul Thk= .584 mm Insul Den=1440.0000000 kg/m3
-----------------------------------------------------------------------------
From 870 To 880 DY= -.100 m.
-----------------------------------------------------------------------------
From 880 To 890 DY= -.100 m.
-----------------------------------------------------------------------------
From 890 To 900 DY= -.100 m.
-----------------------------------------------------------------------------
From 900 To 910 DY= -.100 m.
-----------------------------------------------------------------------------
From 910 To 920 DY= -.100 m.
-----------------------------------------------------------------------------
From 920 To 930 DY= -.100 m.
-----------------------------------------------------------------------------
From 930 To 940 DY= -.100 m.
-----------------------------------------------------------------------------
From 940 To 950 DY= -.100 m.
-----------------------------------------------------------------------------
From 950 To 960 DY= -.161 m.
-----------------------------------------------------------------------------
From 960 To 970 DY= -.100 m.
RESTRAINTS
Node 960 Guide K= 10,000,000 N/mm
-----------------------------------------------------------------------------
From 970 To 980 DY= -.100 m.
-----------------------------------------------------------------------------
From 980 To 990 DY= -.100 m.
-----------------------------------------------------------------------------
From 990 To 1000 DY= -.100 m.
-----------------------------------------------------------------------------
From 1000 To 1010 DY= -.100 m.
-----------------------------------------------------------------------------
From 1010 To 1020 DY= -.100 m.
-----------------------------------------------------------------------------
From 1020 To 1030 DY= -.100 m.
-----------------------------------------------------------------------------
From 1030 To 1040 DY= -.100 m.
-----------------------------------------------------------------------------
From 1040 To 1050 DY= -.100 m.
-----------------------------------------------------------------------------
From 1050 To 1060 DY= -.100 m.
-----------------------------------------------------------------------------
From 1060 To 1070 DY= -.100 m.
-----------------------------------------------------------------------------
From 1070 To 1080 DY= -.100 m.
-----------------------------------------------------------------------------
From 1080 To 1090 DY= -.100 m.
-----------------------------------------------------------------------------
From 1090 To 1100 DY= -.100 m.
RESTRAINTS
Node 1090 Guide K= 10,000,000 N/mm
-----------------------------------------------------------------------------
From 1100 To 1110 DY= -.100 m.
-----------------------------------------------------------------------------
From 1110 To 1120 DY= -.100 m.
-----------------------------------------------------------------------------
From 1120 To 1130 DY= -.100 m.
-----------------------------------------------------------------------------
From 1130 To 1140 DY= -.100 m.
-----------------------------------------------------------------------------
From 1140 To 1150 DY= -.100 m.
-----------------------------------------------------------------------------
From 1150 To 1160 DY= -.161 m.
CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

PIPE DATA
-----------------------------------------------------------------------------
From 1160 To 1170 DY= -1.366 m.
BEND at "TO" end
Radius= 1,270.000 mm (5D) a Bend Angle= 90.000 Angle/Node @1= 45.00 1169
Angle/Node @2= .00 1168
-----------------------------------------------------------------------------
From 1170 To 1180 DX= .822 m. DZ= -1.091 m.
GENERAL
WAVE
Drag Coef= 1.300 Added Mass Coef= 2.290 Lift Coef= .900
Marine Growth= 100.000 Mar. Growth Dens.= 1,100.000
-----------------------------------------------------------------------------
From 1180 To 1190 DX= .060 m. DZ= -.080 m.
RESTRAINTS
Node 1190 X K= 50 N/mm Mu = .31
Node 1190 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1190 To 1200 DX= .060 m. DZ= -.080 m.
RESTRAINTS
Node 1200 X K= 50 N/mm Mu = .31
Node 1200 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1200 To 1210 DX= .060 m. DZ= -.080 m.
RESTRAINTS
Node 1210 X K= 50 N/mm Mu = .31
Node 1210 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1210 To 1220 DX= .060 m. DZ= -.080 m.
RESTRAINTS
Node 1220 X K= 50 N/mm Mu = .31
Node 1220 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1220 To 1230 DX= .060 m. DZ= -.080 m.
RESTRAINTS
Node 1230 X K= 50 N/mm Mu = .31
Node 1230 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1230 To 1240 DX= .060 m. DZ= -.080 m.
RESTRAINTS
Node 1240 X K= 50 N/mm Mu = .31
Node 1240 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1240 To 1250 DX= .060 m. DZ= -.080 m.
RESTRAINTS
Node 1250 X K= 50 N/mm Mu = .31
Node 1250 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1250 To 1260 DX= .025 m. DZ= -.033 m.
RESTRAINTS
Node 1260 X K= 50 N/mm Mu = .31
Node 1260 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1260 To 1270 DX= .096 m. DZ= -.127 m.
RESTRAINTS
Node 1260 Guide K= 10,000,000 N/mm
Node 1270 X K= 50 N/mm Mu = .13
Node 1270 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1270 To 1280 DX= .060 m. DZ= -.080 m.
RESTRAINTS
Node 1280 X K= 50 N/mm Mu = .31
Node 1280 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1280 To 1290 DX= .060 m. DZ= -.080 m.
RESTRAINTS
Node 1290 X K= 50 N/mm Mu = .31
Node 1290 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1290 To 1300 DX= .060 m. DZ= -.080 m.
RESTRAINTS
Node 1300 X K= 50 N/mm Mu = .31
Node 1300 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1300 To 1310 DX= .060 m. DZ= -.080 m.
RESTRAINTS
Node 1310 X K= 50 N/mm Mu = .31
Node 1310 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1310 To 1320 DX= .060 m. DZ= -.080 m.
RESTRAINTS
Node 1320 X K= 50 N/mm Mu = .31
Node 1320 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1320 To 1330 DX= .065 m. DZ= -.086 m.
RESTRAINTS
Node 1330 X K= 50 N/mm Mu = .31
Node 1330 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1330 To 1340 DX= .073 m. DZ= -.096 m.
Element Name=FLANGE_FLG_300
RIGID Weight= 409.22 N Type=Flange
RESTRAINTS
Node 1340 X K= 50 N/mm Mu = .31
Node 1340 +Y K= 50 N/mm Mu = .31
FLANGES
Location= Both Method= Peq Class/Grade= 300 G/C= 273.100 mm
T/P table ( 1)= 37.8 C -> 51.0 bar
-----------------------------------------------------------------------------
From 1340 To 1350 DX= .073 m. DZ= -.096 m.
Element Name=FLANGE_FLG_300
RIGID Weight= 409.22 N Type=Flange
RESTRAINTS
Node 1350 X K= 50 N/mm Mu = .31
Node 1350 +Y K= 50 N/mm Mu = .31
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 1350 To 1360 DX= .301 m. DZ= -.399 m.
PIPE
Dia= 273.100 mm Wall= 14.600 mm
GENERAL
T2= 38 C Insul Thk= 50.584 mm Insul Den=3021.5200195 kg/m3
RESTRAINTS
Node 1360 X K= 50 N/mm Mu = .31
Node 1360 +Y K= 50 N/mm Mu = .31
ALLOWABLE STRESSES
B31.4 (2022) Cycle Max Switch = --- Sy= 414 N/mm2
-----------------------------------------------------------------------------
From 1360 To 1370 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1370 X K= 50 N/mm Mu = .31
Node 1370 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1370 To 1380 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1380 X K= 50 N/mm Mu = .31
Node 1380 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1380 To 1390 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1390 X K= 50 N/mm Mu = .13
Node 1390 +Y K= 50 N/mm Mu = .13
-----------------------------------------------------------------------------
From 1390 To 1400 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1400 X K= 50 N/mm Mu = .31
Node 1400 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1400 To 1410 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1410 X K= 50 N/mm Mu = .31
Node 1410 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1410 To 1420 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1420 X K= 50 N/mm Mu = .31
Node 1420 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1420 To 1430 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1430 X K= 50 N/mm Mu = .31
Node 1430 +Y K= 50 N/mm Mu = .31
CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

PIPE DATA
-----------------------------------------------------------------------------
From 1430 To 1440 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1440 X K= 50 N/mm Mu = .31
Node 1440 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1440 To 1450 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1450 X K= 50 N/mm Mu = .31
Node 1450 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1450 To 1460 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1460 X K= 50 N/mm Mu = .31
Node 1460 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1460 To 1470 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1470 X K= 50 N/mm Mu = .31
Node 1470 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1470 To 1480 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1480 X K= 50 N/mm Mu = .31
Node 1480 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1480 To 1490 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1490 X K= 50 N/mm Mu = .31
Node 1490 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1490 To 1500 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1500 X K= 50 N/mm Mu = .31
Node 1500 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1500 To 1510 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1510 X K= 50 N/mm Mu = .31
Node 1510 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1510 To 1520 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1520 X K= 50 N/mm Mu = .31
Node 1520 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1520 To 1530 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1530 X K= 50 N/mm Mu = .31
Node 1530 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1530 To 1540 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1540 X K= 50 N/mm Mu = .31
Node 1540 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1540 To 1550 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1550 X K= 50 N/mm Mu = .31
Node 1550 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1550 To 1560 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1560 X K= 50 N/mm Mu = .31
Node 1560 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1560 To 1570 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1570 X K= 50 N/mm Mu = .31
Node 1570 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1570 To 1580 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1580 X K= 50 N/mm Mu = .31
Node 1580 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1580 To 1590 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1590 X K= 50 N/mm Mu = .31
Node 1590 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1590 To 1600 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1600 X K= 50 N/mm Mu = .31
Node 1600 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1600 To 1610 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1610 X K= 50 N/mm Mu = .31
Node 1610 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1610 To 1620 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1620 X K= 50 N/mm Mu = .31
Node 1620 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1620 To 1630 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1630 X K= 50 N/mm Mu = .31
Node 1630 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1630 To 1640 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1640 X K= 50 N/mm Mu = .31
Node 1640 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1640 To 1650 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1650 X K= 50 N/mm Mu = .31
Node 1650 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1650 To 1660 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1660 X K= 50 N/mm Mu = .31
Node 1660 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1660 To 1670 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1670 X K= 50 N/mm Mu = .31
Node 1670 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1670 To 1680 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1680 X K= 50 N/mm Mu = .31
Node 1680 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1680 To 1690 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1690 X K= 50 N/mm Mu = .31
Node 1690 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1690 To 1700 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1700 X K= 50 N/mm Mu = .31
Node 1700 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1700 To 1710 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1710 X K= 50 N/mm Mu = .31
Node 1710 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1710 To 1720 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1720 X K= 50 N/mm Mu = .31
Node 1720 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1720 To 1730 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1730 X K= 50 N/mm Mu = .31
Node 1730 +Y K= 50 N/mm Mu = .31
CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

PIPE DATA
-----------------------------------------------------------------------------
From 1730 To 1740 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1740 X K= 50 N/mm Mu = .31
Node 1740 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1740 To 1750 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1750 X K= 50 N/mm Mu = .31
Node 1750 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1750 To 1760 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1760 X K= 50 N/mm Mu = .31
Node 1760 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1760 To 1770 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1770 X K= 50 N/mm Mu = .31
Node 1770 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1770 To 1780 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1780 X K= 50 N/mm Mu = .31
Node 1780 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1780 To 1790 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1790 X K= 50 N/mm Mu = .31
Node 1790 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1790 To 1800 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1800 X K= 50 N/mm Mu = .31
Node 1800 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1800 To 1810 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1810 X K= 50 N/mm Mu = .31
Node 1810 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1810 To 1820 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1820 X K= 50 N/mm Mu = .31
Node 1820 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1820 To 1830 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1830 X K= 50 N/mm Mu = .31
Node 1830 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1830 To 1840 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1840 X K= 50 N/mm Mu = .31
Node 1840 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1840 To 1850 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1850 X K= 50 N/mm Mu = .31
Node 1850 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1850 To 1860 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1860 X K= 50 N/mm Mu = .31
Node 1860 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1860 To 1870 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1870 X K= 50 N/mm Mu = .31
Node 1870 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1870 To 1880 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1880 X K= 50 N/mm Mu = .31
Node 1880 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1880 To 1890 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1890 X K= 50 N/mm Mu = .31
Node 1890 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1890 To 1900 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1900 X K= 50 N/mm Mu = .31
Node 1900 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1900 To 1910 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1910 X K= 50 N/mm Mu = .31
Node 1910 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1910 To 1920 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1920 X K= 50 N/mm Mu = .31
Node 1920 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1920 To 1930 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1930 X K= 50 N/mm Mu = .31
Node 1930 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1930 To 1940 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1940 X K= 50 N/mm Mu = .31
Node 1940 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1940 To 1950 DX= .301 m. DZ= -.399 m.
RESTRAINTS
Node 1950 X K= 50 N/mm Mu = .31
Node 1950 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 1950 To 1960 DX= .602 m. DZ= -.799 m.
PIPE
Dia= 273.100 mm Wall= 14.600 mm
GENERAL
Insul Thk= .584 mm Insul Den=1440.0000000 kg/m3
BEND at "TO" end
Radius= 1,270.000 mm (5D) a Bend Angle= 61.000 Angle/Node @1= 30.50 1959
Angle/Node @2= .00 1958
RESTRAINTS
Node 1960 X K= 50 N/mm Mu = .45
Node 1960 +Y K= 50 N/mm Mu = .45
-----------------------------------------------------------------------------
From 1960 To 1970 DX= -.407 m. DZ= -.914 m.
RESTRAINTS
Node 1970 X K= 50 N/mm Mu = .45
Node 1970 +Y K= 50 N/mm Mu = .45
-----------------------------------------------------------------------------
From 1970 To 1980 DX= -.207 m. DZ= -.465 m.
PIPE
Dia= 273.100 mm Wall= 14.600 mm
GENERAL
Insul Thk= 50.584 mm Insul Den=3021.5200195 kg/m3
RESTRAINTS
Node 1980 X K= 50 N/mm Mu = .45
Node 1980 +Y K= 50 N/mm Mu = .45
-----------------------------------------------------------------------------
From 1980 To 1990 DX= -.207 m. DZ= -.465 m.
RESTRAINTS
Node 1990 X K= 50 N/mm Mu = .45
Node 1990 +Y K= 50 N/mm Mu = .45
-----------------------------------------------------------------------------
From 1990 To 2000 DX= -.207 m. DZ= -.465 m.
RESTRAINTS
Node 2000 X K= 50 N/mm Mu = .45
Node 2000 +Y K= 50 N/mm Mu = .45
-----------------------------------------------------------------------------
From 2000 To 2010 DX= -.207 m. DZ= -.465 m.
RESTRAINTS
Node 2010 X K= 50 N/mm Mu = .45
Node 2010 +Y K= 50 N/mm Mu = .45
CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

PIPE DATA
-----------------------------------------------------------------------------
From 2010 To 2020 DX= -.207 m. DZ= -.465 m.
RESTRAINTS
Node 2020 X K= 50 N/mm Mu = .45
Node 2020 +Y K= 50 N/mm Mu = .45
-----------------------------------------------------------------------------
From 2020 To 2030 DX= -.207 m. DZ= -.465 m.
RESTRAINTS
Node 2030 X K= 50 N/mm Mu = .45
Node 2030 +Y K= 50 N/mm Mu = .45
-----------------------------------------------------------------------------
From 2030 To 2040 DX= -.207 m. DZ= -.465 m.
RESTRAINTS
Node 2040 X K= 50 N/mm Mu = .45
Node 2040 +Y K= 50 N/mm Mu = .45
-----------------------------------------------------------------------------
From 2040 To 2050 DX= -.207 m. DZ= -.465 m.
RESTRAINTS
Node 2050 X K= 50 N/mm Mu = .45
Node 2050 +Y K= 50 N/mm Mu = .45
-----------------------------------------------------------------------------
From 2050 To 2060 DX= -.207 m. DZ= -.465 m.
RESTRAINTS
Node 2060 X K= 50 N/mm Mu = .45
Node 2060 +Y K= 50 N/mm Mu = .45
-----------------------------------------------------------------------------
From 2060 To 2070 DX= -.207 m. DZ= -.465 m.
RESTRAINTS
Node 2070 X K= 50 N/mm Mu = .45
Node 2070 +Y K= 50 N/mm Mu = .45
-----------------------------------------------------------------------------
From 2070 To 2080 DX= -.407 m. DZ= -.914 m.
PIPE
Dia= 273.100 mm Wall= 14.600 mm
GENERAL
Insul Thk= .584 mm Insul Den=1440.0000000 kg/m3
BEND at "TO" end
Radius= 1,270.000 mm (5D) a Bend Angle= 57.000 Angle/Node @1= 28.50 2079
Angle/Node @2= .00 2078
RESTRAINTS
Node 2080 X K= 50 N/mm Mu = .31
Node 2080 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2080 To 2090 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2090 X K= 50 N/mm Mu = .31
Node 2090 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2090 To 2100 DX= .196 m. DZ= -.302 m.
RESTRAINTS
Node 2100 X K= 50 N/mm Mu = .31
Node 2100 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2100 To 2110 DX= .066 m. DZ= -.101 m.
Element Name=FLANGE_FLG_300
RIGID Weight= 409.22 N Type=Flange
RESTRAINTS
Node 2110 X K= 50 N/mm Mu = .31
Node 2110 +Y K= 50 N/mm Mu = .31
FLANGES
Location= Both Method= Peq G/C= 273.100 mm
-----------------------------------------------------------------------------
From 2110 To 2120 DX= .066 m. DZ= -.101 m.
Element Name=FLANGE_FLG_300
RIGID Weight= 409.22 N Type=Flange
RESTRAINTS
Node 2120 X K= 50 N/mm Mu = .31
Node 2120 +Y K= 50 N/mm Mu = .31
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 2120 To 2121 DX= .545 m. DZ= -.839 m.
PIPE
Dia= 273.100 mm Wall= 14.600 mm
GENERAL
Insul Thk= 50.584 mm Insul Den=3021.5200195 kg/m3
RESTRAINTS
Node 2121 X K= 50 N/mm Mu = .31
Node 2121 +Y K= 50 N/mm Mu = .31
DISPLACEMENTS
Node 2120 DX1= -127.990 mm DZ1= 197.088 mm
-----------------------------------------------------------------------------
From 2121 To 2122 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2122 X K= 50 N/mm Mu = .31
Node 2122 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2122 To 2123 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2123 X K= 50 N/mm Mu = .31
Node 2123 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2123 To 2124 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2124 X K= 50 N/mm Mu = .31
Node 2124 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2124 To 2125 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2125 X K= 50 N/mm Mu = .31
Node 2125 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2125 To 2126 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2126 X K= 50 N/mm Mu = .31
Node 2126 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2126 To 2127 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2127 X K= 50 N/mm Mu = .31
Node 2127 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2127 To 2128 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2128 X K= 50 N/mm Mu = .31
Node 2128 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2128 To 2129 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2129 X K= 50 N/mm Mu = .31
Node 2129 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2129 To 2131 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2131 X K= 50 N/mm Mu = .31
Node 2131 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2131 To 2132 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2132 X K= 50 N/mm Mu = .31
Node 2132 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2132 To 2133 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2133 X K= 50 N/mm Mu = .31
Node 2133 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2133 To 2134 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2134 X K= 50 N/mm Mu = .31
Node 2134 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2134 To 2135 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2135 X K= 50 N/mm Mu = .31
Node 2135 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2135 To 2136 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2136 X K= 50 N/mm Mu = .31
Node 2136 +Y K= 50 N/mm Mu = .31
CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

PIPE DATA
-----------------------------------------------------------------------------
From 2136 To 2137 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2137 X K= 50 N/mm Mu = .31
Node 2137 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2137 To 2138 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2138 X K= 50 N/mm Mu = .31
Node 2138 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2138 To 2139 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2139 X K= 50 N/mm Mu = .31
Node 2139 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2139 To 2140 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2140 X K= 50 N/mm Mu = .31
Node 2140 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2140 To 2141 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2141 X K= 50 N/mm Mu = .31
Node 2141 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2141 To 2142 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2142 X K= 50 N/mm Mu = .31
Node 2142 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2142 To 2143 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2143 X K= 50 N/mm Mu = .31
Node 2143 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2143 To 2144 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2144 X K= 50 N/mm Mu = .31
Node 2144 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2144 To 2145 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2145 X K= 50 N/mm Mu = .31
Node 2145 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2145 To 2146 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2146 X K= 50 N/mm Mu = .31
Node 2146 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2146 To 2147 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2147 X K= 50 N/mm Mu = .31
Node 2147 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2147 To 2148 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2148 X K= 50 N/mm Mu = .31
Node 2148 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2148 To 2149 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2149 X K= 50 N/mm Mu = .31
Node 2149 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2149 To 2150 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2150 X K= 50 N/mm Mu = .31
Node 2150 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2150 To 2151 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2151 X K= 50 N/mm Mu = .31
Node 2151 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2151 To 2152 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2152 X K= 50 N/mm Mu = .31
Node 2152 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2152 To 2153 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2153 X K= 50 N/mm Mu = .31
Node 2153 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2153 To 2154 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2154 X K= 50 N/mm Mu = .31
Node 2154 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2154 To 2155 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2155 X K= 50 N/mm Mu = .31
Node 2155 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2155 To 2156 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2156 X K= 50 N/mm Mu = .31
Node 2156 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2156 To 2157 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2157 X K= 50 N/mm Mu = .31
Node 2157 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2157 To 2158 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2158 X K= 50 N/mm Mu = .31
Node 2158 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2158 To 2159 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2159 X K= 50 N/mm Mu = .31
Node 2159 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2159 To 2160 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2160 X K= 50 N/mm Mu = .31
Node 2160 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2160 To 2161 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2161 X K= 50 N/mm Mu = .31
Node 2161 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2161 To 2162 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2162 X K= 50 N/mm Mu = .31
Node 2162 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2162 To 2163 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2163 X K= 50 N/mm Mu = .31
Node 2163 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2163 To 2164 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2164 X K= 50 N/mm Mu = .31
Node 2164 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2164 To 2165 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2165 X K= 50 N/mm Mu = .31
Node 2165 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2165 To 2166 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2166 X K= 50 N/mm Mu = .31
Node 2166 +Y K= 50 N/mm Mu = .31
CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

PIPE DATA
-----------------------------------------------------------------------------
From 2166 To 2167 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2167 X K= 50 N/mm Mu = .31
Node 2167 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2167 To 2168 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2168 X K= 50 N/mm Mu = .31
Node 2168 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2168 To 2169 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2169 X K= 50 N/mm Mu = .31
Node 2169 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2169 To 2170 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2170 X K= 50 N/mm Mu = .31
Node 2170 +Y K= 50 N/mm Mu = .31
-----------------------------------------------------------------------------
From 2170 To 2130 DX= .545 m. DZ= -.839 m.
RESTRAINTS
Node 2130 X K= 50 N/mm Mu = .31
Node 2130 +Y K= 50 N/mm Mu = .31
CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

MATERIAL Changes:
9 10

Mat= (322)API-5L X60 E= 203,403 N/mm2 v = .300


Density= 7,833.4399 kg/m3
10 20

E= 203,403 N/mm2 v = .300 Density= 7,833.4399 kg/m3


CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
JOBNAME: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

ALLOWABLE STRESS Changes


9 10

B31.4 (2022) Cycle Max Switch = --- Sy= 414 N/mm2


10 20

B31.4 (2022) Cycle Max Switch = --- Sy= 414 N/mm2


660 670

B31.4 (2022) Cycle Max Switch = --- Sy= 414 N/mm2


1350 1360

B31.4 (2022) Cycle Max Switch = --- Sy= 414 N/mm2


CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0
BEND ELEMENTS
1160 1170

Radius= 1,270.000 mm (5D) a Bend Angle= 90.000 Angle/Node @1= 45.00 1169
Angle/Node @2= .00 1168
1950 1960

Radius= 1,270.000 mm (5D) a Bend Angle= 61.000 Angle/Node @1= 30.50 1959
Angle/Node @2= .00 1958
2070 2080

Radius= 1,270.000 mm (5D) a Bend Angle= 57.000 Angle/Node @1= 28.50 2079
Angle/Node @2= .00 2078
CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

RIGIDS
10 20

Weight= 409.22 N Type=Flange


1330 1340

Weight= 409.22 N Type=Flange


1340 1350

Weight= 409.22 N Type=Flange


2100 2110

Weight= 409.22 N Type=Flange


2110 2120

Weight= 409.22 N Type=Flange


CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

RESTRAINTS

20 30

RESTRAINTS

Node 20 Type ANC Dir Vec= .000 .000 .000

310 320

RESTRAINTS

Node 310 Type Guide STIF1= 10,000,000 N/mm Dir Vec= .000
.000 .000

960 970

RESTRAINTS

Node 960 Type Guide STIF1= 10,000,000 N/mm Dir Vec= .000
.000 .000

1090 1100

RESTRAINTS

Node 1090 Type Guide STIF1= 10,000,000 N/mm Dir Vec= .000
.000 .000

1180 1190

RESTRAINTS

Node 1190 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1190 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000
1190 1200

RESTRAINTS

Node 1200 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1200 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1200 1210

RESTRAINTS

Node 1210 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1210 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1210 1220

RESTRAINTS

Node 1220 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1220 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1220 1230

RESTRAINTS

Node 1230 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1230 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1230 1240

RESTRAINTS
Node 1240 Type X STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1240 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1240 1250

RESTRAINTS

Node 1250 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1250 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1250 1260

RESTRAINTS

Node 1260 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1260 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1260 1270

RESTRAINTS

Node 1260 Type Guide STIF1= 10,000,000 N/mm Dir Vec= .000
.000 .000
Node 1270 Type X STIF1= 50 N/mm
MU/YIELD/FORCE = .13 Dir Vec= 1.000 .000 .000
Node 1270 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1270 1280

RESTRAINTS

Node 1280 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1280 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1280 1290

RESTRAINTS

Node 1290 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1290 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1290 1300

RESTRAINTS

Node 1300 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1300 Type +Y STIF1= 50 N/mm
CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

RESTRAINTS

Continued ...

MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1300 1310

RESTRAINTS

Node 1310 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1310 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1310 1320
RESTRAINTS

Node 1320 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1320 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1320 1330

RESTRAINTS

Node 1330 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1330 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1330 1340

RESTRAINTS

Node 1340 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1340 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1340 1350

RESTRAINTS

Node 1350 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1350 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1350 1360

RESTRAINTS

Node 1360 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1360 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1360 1370

RESTRAINTS

Node 1370 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1370 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1370 1380

RESTRAINTS

Node 1380 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1380 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1380 1390

RESTRAINTS

Node 1390 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .13 Dir Vec= 1.000 .000 .000
Node 1390 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .13 Dir Vec= .000 1.000 .000

1390 1400

RESTRAINTS

Node 1400 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1400 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1400 1410
RESTRAINTS

Node 1410 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1410 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1410 1420

RESTRAINTS

Node 1420 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1420 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1420 1430

RESTRAINTS

Node 1430 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1430 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1430 1440

RESTRAINTS

Node 1440 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1440 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1440 1450

RESTRAINTS

Node 1450 Type X STIF1= 50 N/mm


CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

RESTRAINTS

Continued ...

MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000


Node 1450 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1450 1460

RESTRAINTS

Node 1460 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1460 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1460 1470

RESTRAINTS

Node 1470 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1470 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1470 1480

RESTRAINTS

Node 1480 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1480 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000
1480 1490

RESTRAINTS

Node 1490 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1490 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1490 1500

RESTRAINTS

Node 1500 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1500 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1500 1510

RESTRAINTS

Node 1510 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1510 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1510 1520

RESTRAINTS

Node 1520 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1520 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1520 1530

RESTRAINTS
Node 1530 Type X STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1530 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1530 1540

RESTRAINTS

Node 1540 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1540 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1540 1550

RESTRAINTS

Node 1550 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1550 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1550 1560

RESTRAINTS

Node 1560 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1560 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1560 1570

RESTRAINTS

Node 1570 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1570 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000
1570 1580

RESTRAINTS

Node 1580 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1580 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1580 1590

RESTRAINTS

Node 1590 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1590 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14


Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

RESTRAINTS

1590 1600

RESTRAINTS

Node 1600 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1600 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1600 1610

RESTRAINTS

Node 1610 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1610 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000
1610 1620

RESTRAINTS

Node 1620 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1620 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1620 1630

RESTRAINTS

Node 1630 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1630 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1630 1640

RESTRAINTS

Node 1640 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1640 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1640 1650

RESTRAINTS

Node 1650 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1650 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1650 1660

RESTRAINTS
Node 1660 Type X STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1660 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1660 1670

RESTRAINTS

Node 1670 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1670 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1670 1680

RESTRAINTS

Node 1680 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1680 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1680 1690

RESTRAINTS

Node 1690 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1690 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1690 1700

RESTRAINTS

Node 1700 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1700 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000
1700 1710

RESTRAINTS

Node 1710 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1710 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1710 1720

RESTRAINTS

Node 1720 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1720 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1720 1730

RESTRAINTS

Node 1730 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1730 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1730 1740

RESTRAINTS

Node 1740 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1740 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14


Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0
RESTRAINTS

1740 1750

RESTRAINTS

Node 1750 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1750 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1750 1760

RESTRAINTS

Node 1760 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1760 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1760 1770

RESTRAINTS

Node 1770 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1770 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1770 1780

RESTRAINTS

Node 1780 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1780 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1780 1790
RESTRAINTS

Node 1790 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1790 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1790 1800

RESTRAINTS

Node 1800 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1800 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1800 1810

RESTRAINTS

Node 1810 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1810 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1810 1820

RESTRAINTS

Node 1820 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1820 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1820 1830

RESTRAINTS

Node 1830 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1830 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1830 1840

RESTRAINTS

Node 1840 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1840 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1840 1850

RESTRAINTS

Node 1850 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1850 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1850 1860

RESTRAINTS

Node 1860 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1860 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1860 1870

RESTRAINTS

Node 1870 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1870 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1870 1880
RESTRAINTS

Node 1880 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1880 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1880 1890

RESTRAINTS

Node 1890 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1890 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14


Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

RESTRAINTS

1890 1900

RESTRAINTS

Node 1900 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1900 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1900 1910

RESTRAINTS

Node 1910 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1910 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1910 1920
RESTRAINTS

Node 1920 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1920 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1920 1930

RESTRAINTS

Node 1930 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1930 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1930 1940

RESTRAINTS

Node 1940 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1940 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1940 1950

RESTRAINTS

Node 1950 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 1950 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

1950 1960

RESTRAINTS

Node 1960 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .45 Dir Vec= 1.000 .000 .000
Node 1960 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .45 Dir Vec= .000 1.000 .000

1960 1970

RESTRAINTS

Node 1970 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .45 Dir Vec= 1.000 .000 .000
Node 1970 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .45 Dir Vec= .000 1.000 .000

1970 1980

RESTRAINTS

Node 1980 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .45 Dir Vec= 1.000 .000 .000
Node 1980 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .45 Dir Vec= .000 1.000 .000

1980 1990

RESTRAINTS

Node 1990 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .45 Dir Vec= 1.000 .000 .000
Node 1990 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .45 Dir Vec= .000 1.000 .000

1990 2000

RESTRAINTS

Node 2000 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .45 Dir Vec= 1.000 .000 .000
Node 2000 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .45 Dir Vec= .000 1.000 .000

2000 2010
RESTRAINTS

Node 2010 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .45 Dir Vec= 1.000 .000 .000
Node 2010 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .45 Dir Vec= .000 1.000 .000

2010 2020

RESTRAINTS

Node 2020 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .45 Dir Vec= 1.000 .000 .000
Node 2020 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .45 Dir Vec= .000 1.000 .000

2020 2030

RESTRAINTS

Node 2030 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .45 Dir Vec= 1.000 .000 .000
Node 2030 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .45 Dir Vec= .000 1.000 .000

2030 2040

RESTRAINTS

Node 2040 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .45 Dir Vec= 1.000 .000 .000
Node 2040 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .45 Dir Vec= .000 1.000 .000

CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14


Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

RESTRAINTS

2040 2050
RESTRAINTS

Node 2050 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .45 Dir Vec= 1.000 .000 .000
Node 2050 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .45 Dir Vec= .000 1.000 .000

2050 2060

RESTRAINTS

Node 2060 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .45 Dir Vec= 1.000 .000 .000
Node 2060 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .45 Dir Vec= .000 1.000 .000

2060 2070

RESTRAINTS

Node 2070 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .45 Dir Vec= 1.000 .000 .000
Node 2070 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .45 Dir Vec= .000 1.000 .000

2070 2080

RESTRAINTS

Node 2080 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2080 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2080 2090

RESTRAINTS

Node 2090 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2090 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2090 2100

RESTRAINTS

Node 2100 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2100 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2100 2110

RESTRAINTS

Node 2110 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2110 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2110 2120

RESTRAINTS

Node 2120 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2120 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2120 2121

RESTRAINTS

Node 2121 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2121 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2121 2122
RESTRAINTS

Node 2122 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2122 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2122 2123

RESTRAINTS

Node 2123 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2123 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2123 2124

RESTRAINTS

Node 2124 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2124 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2124 2125

RESTRAINTS

Node 2125 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2125 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2125 2126

RESTRAINTS

Node 2126 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2126 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2126 2127

RESTRAINTS

Node 2127 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2127 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14


Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

RESTRAINTS

2127 2128

RESTRAINTS

Node 2128 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2128 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2128 2129

RESTRAINTS

Node 2129 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2129 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2129 2131

RESTRAINTS
Node 2131 Type X STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2131 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2131 2132

RESTRAINTS

Node 2132 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2132 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2132 2133

RESTRAINTS

Node 2133 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2133 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2133 2134

RESTRAINTS

Node 2134 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2134 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2134 2135

RESTRAINTS

Node 2135 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2135 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000
2135 2136

RESTRAINTS

Node 2136 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2136 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2136 2137

RESTRAINTS

Node 2137 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2137 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2137 2138

RESTRAINTS

Node 2138 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2138 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2138 2139

RESTRAINTS

Node 2139 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2139 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2139 2140

RESTRAINTS
Node 2140 Type X STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2140 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2140 2141

RESTRAINTS

Node 2141 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2141 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2141 2142

RESTRAINTS

Node 2142 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2142 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2142 2143

RESTRAINTS

Node 2143 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2143 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14


Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

RESTRAINTS

2143 2144

RESTRAINTS
Node 2144 Type X STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2144 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2144 2145

RESTRAINTS

Node 2145 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2145 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2145 2146

RESTRAINTS

Node 2146 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2146 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2146 2147

RESTRAINTS

Node 2147 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2147 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2147 2148

RESTRAINTS

Node 2148 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2148 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000
2148 2149

RESTRAINTS

Node 2149 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2149 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2149 2150

RESTRAINTS

Node 2150 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2150 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2150 2151

RESTRAINTS

Node 2151 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2151 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2151 2152

RESTRAINTS

Node 2152 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2152 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2152 2153

RESTRAINTS
Node 2153 Type X STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2153 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2153 2154

RESTRAINTS

Node 2154 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2154 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2154 2155

RESTRAINTS

Node 2155 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2155 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2155 2156

RESTRAINTS

Node 2156 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2156 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2156 2157

RESTRAINTS

Node 2157 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2157 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000
2157 2158

RESTRAINTS

Node 2158 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2158 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14


Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

RESTRAINTS

2158 2159

RESTRAINTS

Node 2159 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2159 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2159 2160

RESTRAINTS

Node 2160 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2160 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2160 2161

RESTRAINTS

Node 2161 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2161 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2161 2162

RESTRAINTS

Node 2162 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2162 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2162 2163

RESTRAINTS

Node 2163 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2163 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2163 2164

RESTRAINTS

Node 2164 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2164 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2164 2165

RESTRAINTS

Node 2165 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2165 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2165 2166
RESTRAINTS

Node 2166 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2166 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2166 2167

RESTRAINTS

Node 2167 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2167 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2167 2168

RESTRAINTS

Node 2168 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2168 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2168 2169

RESTRAINTS

Node 2169 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2169 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2169 2170

RESTRAINTS

Node 2170 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2170 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

2170 2130

RESTRAINTS

Node 2130 Type X STIF1= 50 N/mm


MU/YIELD/FORCE = .31 Dir Vec= 1.000 .000 .000
Node 2130 Type +Y STIF1= 50 N/mm
MU/YIELD/FORCE = .31 Dir Vec= .000 1.000 .000

CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14


Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

DISPLACEMENTS
2120 2121

Node 2120 DX1= -127.990 mm DZ1= 197.088 mm


CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

FLANGES
10 20

Location= From Method= Peq Class/Grade= 300 G/C= 273.100 mm


T/P table ( 1)= 37.8 C -> 51.0 bar
1330 1340

Location= Both Method= Peq Class/Grade= 300 G/C= 273.100 mm


T/P table ( 1)= 37.8 C -> 51.0 bar
1340 1350

Location= Both Method= Peq


2100 2110
Location= Both Method= Peq G/C= 273.100 mm
2110 2120

Location= Both Method= Peq


CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

WIND/WAVE
9 10

WIND Wind Shape= .500


660 670

WIND Wind Shape= .500


670 680

WAVE Drag Coef= .650 Added Mass Coef= 1.000 Lift Coef= .000
Marine Growth= 100.000 Mar. Growth Dens.= 1,100.000
680 690

WAVE Drag Coef= .650 Added Mass Coef= 1.000 Lift Coef= .000
Marine Growth= 100.000 Mar. Growth Dens.= 1,100.000
1170 1180

WAVE Drag Coef= 1.300 Added Mass Coef= 2.290 Lift Coef= .900
Marine Growth= 100.000 Mar. Growth Dens.= 1,100.000
CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

INPUT UNITS USED...

UNITS= SI-Bar 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 0.007 = N/mm2
TEMP. SCALE degrees F. x 0.556 = C
PRESSURE psig x 0.069 = bar
ELASTIC MODULUS lbs./sq.in. x 0.007 = N/mm2
PIPE DENSITY lbs./cu.in. x 27680.000 = kg/m3
INSULATION DENS. lbs./cu.in. x 27680.000 = kg/m3
FLUID DENSITY lbs./cu.in. x 27680.000 = kg/m3
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 6894.757 = N/m2
ELEVATION inches x 0.025 = m.
COMPOUND LENGTH inches x 0.025 = m.
DIAMETER inches x 25.400 = mm
WALL THICKNESS inches x 25.400 = mm
CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

SETUP FILE PARAMETERS


------------------------------------------------------------------------------
CONNECT GEOMETRY THRU CNODES = YES
MIN ALLOWED BEND ANGLE = 5.00000
MAX ALLOWED BEND ANGLE = 95.0000
BEND LENGTH ATTACHMENT PERCENT = 1.00000
MIN ANGLE TO ADJACENT BEND PT = 5.00000
LOOP CLOSURE TOLERANCE = 25.4000 mm
THERMAL BOWING HORZ TOLERANCE = 0.100000E-03
AUTO NODE NUMBER INCREMENT= 10.0000
Z AXIS UP= NO
USE PRESSURE STIFFENING = DEFAULT
ALPHA TOLERANCE = 0.500000E-01
RESLD-FORCE = NO
HGR DEF RESWGT STIF = 0.175120E+12 N/mm
DECOMP SNG TOL = 0.100000E+11
BEND AXIAL SHAPE = YES
FRICT STIF = 175120. N/mm
FRICT NORM FORCE VAR = 0.150000
FRICT ANGLE VAR = 15.0000
FRICT SLIDE MULT = 1.00000
ROD TOLERANCE = 1.00000
ROD INC = 2.00000
INCORE NUMERICAL CHECK = NO
OUTCORE NUMERICAL CHECK = NO
DEFAULT TRANS RESTRAINT STIFF= 0.175120E+12 N/mm
DEFAULT ROT RESTRAINT STIFF= 0.112980E+12 N.m./deg
IGNORE SPRING HANGER STIFFNESS = NO
MISSING MASS ZPA = EXTRACTED
MIN WALL MILL TOLERANCE = 12.5000
WRC-107 VERSION = MAR 79 1B1/2B1
WRC-107 INTERPOLATION = LAST VALUE
DEFAULT AMBIENT TEMPERATURE= 21.1142 C
BOURDON PRESSURE= NONE
COEFFICIENT OF FRICTION (MU) = 0.000000
INCLUDE SPRG STIF IN HGR OPE = NO
INCLUDE INSULATION IN HYDROTEST = NO
REDUCED INTERSECTION = B31.1(POST1980)
USE WRC329 NO
NO REDUCED SIF FOR RFT AND WLT NO
B31.1 REDUCED Z FIX = YES
CLASS 1 BRANCH FLEX NO
ALL STRESS CASES CORRODED = NO
ADD TORSION IN SL STRESS = DEFAULT
ADD F/A IN STRESS = DEFAULT
OCCASIONAL LOAD FACTOR = 0.000000
DEFAULT CODE = B31.3 2022
B31.3 SUS CASE SIF FACTOR = 0.000000
ALLOW USERS BEND SIF = NO
USE SCHNEIDER NO
YIELD CRITERION STRESS = MAX 3D SHEAR
USE PD/4T NO
BASE HOOP STRESS ON ? = ID
EN13480 USE IN OUTPLANE SIFS= NO
LIBERAL EXPANSION ALLOWABLE= YES
B31.3 SEC 319.2.3C SAXIAL= Default
B31.3 WELDING/CONTOUR TEE ISB16.9 FALSE
PRESSURE VARIATION IN EXP CASE= DEFAULT
Use Alt Rules Stress Range NO
IMPLEMENT B313 CODE CASE 178 YES
IGNORE B31.1/B31.3 Wc FACTOR= YES
APPLY B31J SIFS & FLEX= DEFAULT
ENFORCE B31J SIFS ONLY= FALSE
USE FRP SIF = YES
USE FRP FLEX = YES
BS 7159 Pressure Stiffening= Design Strain
FRP Property Data File= CAESAR.FRP
FRP Emod (axial) = 22064.0 N/mm2
FRP Ratio Gmod/Emod (axial) = 0.250000
FRP Ea/Eh*Vh/a = 0.152730
FRP Laminate Type = THREE
FRP Alpha = 21.5983 C
FRP Density = 1660.80 kg/m3
EXCLUDE f2 FROM UKOOA BENDING = NO
CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

EXECUTION CONTROL PARAMETERS

Rigid/ExpJt Print Flag ..... 1.000


Bourdon Option ............. .000
Loop Closure Flag .......... 2.000
Thermal Bowing Delta Temp .. .000 C
Liberal Allowable Flag ..... 1.000
Uniform Load Option ........ .000

Ambient Temperature ........ 21.114 C


Plastic (FRP) Alpha ........ 21.598
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
North Direction ............ -Z
CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

COORDINATE REPORT
/--------------------(mm )----------------------/
NODE X Y Z
9 .000 10.000 .000
10 .000 .000 .000
20 .000 -120.650 .000
30 .000 -180.650 .000
40 .000 -240.650 .000
50 .000 -290.650 .000
60 .000 -340.650 .000
70 .000 -390.650 .000
80 .000 -440.650 .000
90 .000 -490.650 .000
100 .000 -540.650 .000
110 .000 -590.650 .000
120 .000 -640.650 .000
130 .000 -690.650 .000
140 .000 -790.650 .000
150 .000 -890.650 .000
160 .000 -990.650 .000
170 .000 -1090.650 .000
180 .000 -1190.650 .000
190 .000 -1290.650 .000
200 .000 -1390.650 .000
210 .000 -1490.650 .000
220 .000 -1590.650 .000
230 .000 -1690.650 .000
240 .000 -1790.650 .000
250 .000 -1890.650 .000
260 .000 -1990.650 .000
270 .000 -2090.650 .000
280 .000 -2190.650 .000
290 .000 -2290.650 .000
300 .000 -2390.650 .000
310 .000 -2497.650 .000
320 .000 -2517.650 .000
330 .000 -2537.650 .000
340 .000 -2569.650 .000
350 .000 -2619.650 .000
360 .000 -2669.650 .000
370 .000 -2719.650 .000
380 .000 -2769.650 .000
390 .000 -2819.650 .000
400 .000 -2869.650 .000
410 .000 -2919.650 .000
420 .000 -2969.650 .000
430 .000 -3019.650 .000
440 .000 -3069.650 .000
450 .000 -3169.650 .000
460 .000 -3269.650 .000
470 .000 -3369.650 .000
480 .000 -3469.650 .000
490 .000 -3569.650 .000
500 .000 -3669.650 .000
510 .000 -3719.650 .000
520 .000 -3769.650 .000
530 .000 -3819.650 .000
540 .000 -3869.650 .000
550 .000 -3919.650 .000
560 .000 -3969.650 .000
570 .000 -4019.650 .000
580 .000 -4069.650 .000
590 .000 -4119.650 .000
600 .000 -4169.650 .000
610 .000 -4219.650 .000
620 .000 -4269.650 .000
630 .000 -4319.650 .000
640 .000 -4369.650 .000
650 .000 -4419.650 .000
660 .000 -4469.650 .000
670 .000 -4519.650 .000
680 .000 -4619.650 .000
690 .000 -4719.650 .000
700 .000 -4819.650 .000
710 .000 -4919.650 .000
720 .000 -5019.650 .000
730 .000 -5119.650 .000
740 .000 -5219.650 .000
750 .000 -5319.650 .000
760 .000 -5419.650 .000
770 .000 -5519.650 .000
780 .000 -5619.650 .000
790 .000 -5719.650 .000
800 .000 -5819.650 .000
810 .000 -5919.650 .000
820 .000 -6019.650 .000
830 .000 -6119.650 .000
840 .000 -6219.650 .000
850 .000 -6319.650 .000
860 .000 -6419.650 .000
870 .000 -6519.650 .000
880 .000 -6619.650 .000
890 .000 -6719.650 .000
900 .000 -6819.650 .000
910 .000 -6919.650 .000
920 .000 -7019.650 .000
930 .000 -7119.650 .000
940 .000 -7219.650 .000
950 .000 -7319.650 .000
960 .000 -7480.650 .000
970 .000 -7580.650 .000
980 .000 -7680.650 .000
990 .000 -7780.650 .000
1000 .000 -7880.650 .000
1010 .000 -7980.650 .000
1020 .000 -8080.650 .000
1030 .000 -8180.650 .000
1040 .000 -8280.650 .000
1050 .000 -8380.650 .000
1060 .000 -8480.650 .000
1070 .000 -8580.650 .000
1080 .000 -8680.650 .000
1090 .000 -8780.650 .000
1100 .000 -8880.650 .000
1110 .000 -8980.650 .000
1120 .000 -9080.650 .000
1130 .000 -9180.650 .000
1140 .000 -9280.650 .000
1150 .000 -9380.650 .000
1160 .000 -9541.650 .000
1170 .000 -10907.650 .000
1180 822.100 -10907.650 -1091.000
1190 882.282 -10907.650 -1170.863
1200 942.464 -10907.650 -1250.726
1210 1002.646 -10907.650 -1330.589
1220 1062.828 -10907.650 -1410.452
1230 1123.010 -10907.650 -1490.315
1240 1183.192 -10907.650 -1570.178
1250 1243.374 -10907.650 -1650.041
1260 1268.048 -10907.650 -1682.785
1270 1363.737 -10907.650 -1809.768
1280 1423.919 -10907.650 -1889.631
1290 1484.101 -10907.650 -1969.494
1300 1544.283 -10907.650 -2049.357
1310 1604.465 -10907.650 -2129.220
1320 1664.647 -10907.650 -2209.083
1330 1729.643 -10907.650 -2295.336
1340 1802.251 -10907.650 -2391.692
1350 1874.859 -10907.650 -2488.048
1360 2175.867 -10907.650 -2887.499
1370 2476.875 -10907.650 -3286.950
1380 2777.883 -10907.650 -3686.401
1390 3078.891 -10907.650 -4085.852
1400 3379.898 -10907.650 -4485.302
1410 3680.906 -10907.650 -4884.753
1420 3981.914 -10907.650 -5284.204
1430 4282.922 -10907.650 -5683.654
1440 4583.930 -10907.650 -6083.105
1450 4884.938 -10907.650 -6482.556
CAESAR II Ver.14.00.00.0910, (Build 231113) DEC 13,2024 19:21:14
Jobname: C:\USERS\SS7NG0502\DESKTOP\SOAPWD PROJECT\OKAN_SPOOLS&RISER_UPDATED\AC
Licensed To: Edit name in <system>\company.txt ID: 0

COORDINATE REPORT
/--------------------(mm )----------------------/
NODE X Y Z
1460 5185.945 -10907.650 -6882.006
1470 5486.953 -10907.650 -7281.457
1480 5787.961 -10907.650 -7680.908
1490 6088.969 -10907.650 -8080.358
1500 6389.977 -10907.650 -8479.810
1510 6690.984 -10907.650 -8879.261
1520 6991.992 -10907.650 -9278.712
1530 7293.000 -10907.650 -9678.163
1540 7594.008 -10907.650 -10077.614
1550 7895.016 -10907.650 -10477.065
1560 8196.023 -10907.650 -10876.517
1570 8497.031 -10907.650 -11275.968
1580 8798.039 -10907.650 -11675.419
1590 9099.047 -10907.650 -12074.870
1600 9400.055 -10907.650 -12474.321
1610 9701.063 -10907.650 -12873.772
1620 10002.070 -10907.650 -13273.224
1630 10303.078 -10907.650 -13672.675
1640 10604.086 -10907.650 -14072.126
1650 10905.094 -10907.650 -14471.577
1660 11206.102 -10907.650 -14871.028
1670 11507.109 -10907.650 -15270.479
1680 11808.117 -10907.650 -15669.931
1690 12109.125 -10907.650 -16069.382
1700 12410.133 -10907.650 -16468.832
1710 12711.141 -10907.650 -16868.283
1720 13012.148 -10907.650 -17267.734
1730 13313.156 -10907.650 -17667.186
1740 13614.164 -10907.650 -18066.637
1750 13915.172 -10907.650 -18466.088
1760 14216.180 -10907.650 -18865.539
1770 14517.188 -10907.650 -19264.990
1780 14818.195 -10907.650 -19664.441
1790 15119.203 -10907.650 -20063.893
1800 15420.211 -10907.650 -20463.344
1810 15721.219 -10907.650 -20862.795
1820 16022.227 -10907.650 -21262.246
1830 16323.234 -10907.650 -21661.697
1840 16624.242 -10907.650 -22061.148
1850 16925.250 -10907.650 -22460.600
1860 17226.258 -10907.650 -22860.051
1870 17527.266 -10907.650 -23259.502
1880 17828.273 -10907.650 -23658.953
1890 18129.281 -10907.650 -24058.404
1900 18430.289 -10907.650 -24457.855
1910 18731.297 -10907.650 -24857.307
1920 19032.305 -10907.650 -25256.758
1930 19333.312 -10907.650 -25656.209
1940 19634.320 -10907.650 -26055.660
1950 19935.328 -10907.650 -26455.111
1960 20537.148 -10907.650 -27253.746
1970 20130.412 -10907.650 -28167.291
1980 19923.383 -10907.650 -28632.285
1990 19716.354 -10907.650 -29097.279
2000 19509.324 -10907.650 -29562.273
2010 19302.295 -10907.650 -30027.268
2020 19095.266 -10907.650 -30492.262
2030 18888.236 -10907.650 -30957.256
2040 18681.207 -10907.650 -31422.250
2050 18474.178 -10907.650 -31887.244
2060 18267.148 -10907.650 -32352.238
2070 18060.119 -10907.650 -32817.234
2080 17653.383 -10907.650 -33730.781
2090 18198.021 -10907.650 -34569.453
2100 18394.092 -10907.650 -34871.375
2110 18459.803 -10907.650 -34972.559
2120 18525.514 -10907.650 -35073.742
2121 19070.152 -10907.650 -35912.414
2122 19614.791 -10907.650 -36751.086
2123 20159.430 -10907.650 -37589.758
2124 20704.068 -10907.650 -38428.430
2125 21248.707 -10907.650 -39267.102
2126 21793.346 -10907.650 -40105.773
2127 22337.984 -10907.650 -40944.445
2128 22882.623 -10907.650 -41783.117
2129 23427.262 -10907.650 -42621.789
2131 23971.900 -10907.650 -43460.461
2132 24516.539 -10907.650 -44299.133
2133 25061.178 -10907.650 -45137.805
2134 25605.816 -10907.650 -45976.477
2135 26150.455 -10907.650 -46815.148
2136 26695.094 -10907.650 -47653.820
2137 27239.732 -10907.650 -48492.492
2138 27784.371 -10907.650 -49331.164
2139 28329.010 -10907.650 -50169.836
2140 28873.648 -10907.650 -51008.508
2141 29418.287 -10907.650 -51847.180
2142 29962.926 -10907.650 -52685.852
2143 30507.564 -10907.650 -53524.523
2144 31052.203 -10907.650 -54363.195
2145 31596.842 -10907.650 -55201.867
2146 32141.480 -10907.650 -56040.539
2147 32686.119 -10907.650 -56879.211
2148 33230.758 -10907.650 -57717.883
2149 33775.398 -10907.650 -58556.555
2150 34320.039 -10907.650 -59395.227
2151 34864.680 -10907.650 -60233.898
2152 35409.320 -10907.650 -61072.570
2153 35953.961 -10907.650 -61911.242
2154 36498.602 -10907.650 -62749.914
2155 37043.242 -10907.650 -63588.586
2156 37587.883 -10907.650 -64427.258
2157 38132.523 -10907.650 -65265.930
2158 38677.164 -10907.650 -66104.602
2159 39221.805 -10907.650 -66943.273
2160 39766.445 -10907.650 -67781.945
2161 40311.086 -10907.650 -68620.617
2162 40855.727 -10907.650 -69459.289
2163 41400.367 -10907.650 -70297.961
2164 41945.008 -10907.650 -71136.633
2165 42489.648 -10907.650 -71975.305
2166 43034.289 -10907.650 -72813.977
2167 43578.930 -10907.650 -73652.648
2168 44123.570 -10907.650 -74491.320
2169 44668.211 -10907.650 -75329.992
2170 45212.852 -10907.650 -76168.664
2130 45757.492 -10907.650 -77007.336

LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS


1 (OPE) WNC
2 (OPE) W+D1+T2+P2
3 (OPE) W+D1+T2+P2+WIN1+WAV1
4 (OPE) W+D1+T2+P2+WIN2+WAV2
5 (OPE) W+D1+T2+P2+WIN3+WAV3
6 (OPE) W+D1+T2+P2+WIN4+WAV4
7 (OPE) L7=L2,L3,L4,L5,L6
8 (OPE) L8=L2+1.3L3-1.3L2
9 (OPE) L9=L2+1.3L4-1.3L2
10 (OPE) L10=L2+1.3L5-1.3L2
11 (OPE) L11=L2+1.3L6-1.3L2
12 (OPE) L12=L8,L9,L10,L11
13 (OPE) L13=L2-L1
14 (OPE) L14=L3-L2
15 (OPE) L15=L4-L2
16 (OPE) L16=L5-L2
17 (OPE) L17=L6-L2

TABLE OF CONTENTS -- STATIC OUTPUT


-PAGE- ---REPORT / LOAD CASE---

1 Input Echo
GENERAL

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