Input Echo calculation in caesar and rohr

CAESAR II 2013 R1 Ver.6.10.00.0028, (Build 121130) Date: JUN 26, 2015 Time: 18:7Job:: LBA10_OPTION-4Licensed To:: LAHMEYER INTERNATIONAL (INDIA) PVT LTD.

Table of ContentsLISTING OF STATIC LOAD CASES FOR THIS ANALYSIS...................................................................................2INPUT LISTING............................................................................................................................................................ 3

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LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS 1 (HGR) CASE NOT ACTIVE2 (HGR) CASE NOT ACTIVE3 (HYD) WW+HP+H4 (OPE) W+D1+T1+P1+H5 (OPE) W+D2+T2+P2+H6 (OPE) W+D3+T3+P3+H7 (OPE) W+D4+T4+P4+H8 (OPE) W+D5+T5+P5+H9 (OPE) W+D6+T6+P6+H10 (SUS) W+P1+H11 (SUS) W+P1+H+U312 (OPE) W+D2+T2+P2+H+U113 (OPE) W+D2+T2+P2+H-U114 (OPE) W+D2+T2+P2+H+U215 (OPE) W+D2+T2+P2+H-U216 (OPE) W+D2+T2+P2+H+WIN117 (OPE) W+D2+T2+P2+H-WIN118 (OPE) W+D2+T2+P2+H+WIN219 (OPE) W+D2+T2+P2+H-WIN220 (OPE) W+D2+T2+P2+H+F121 (OCC) L21=L12-L522 (OCC) L22=L13-L523 (OCC) L23=L14-L524 (OCC) L24=L15-L525 (OCC) L25=L16-L526 (OCC) L26=L17-L527 (OCC) L27=L18-L528 (OCC) L28=L19-L529 (OCC) L29=L20-L530 (OCC) L30=L21+L1031 (OCC) L31=L22+L1032 (OCC) L32=L23+L1033 (OCC) L33=L24+L1034 (OCC) L34=L25+L1035 (OCC) L35=L26+L1036 (OCC) L36=L27+L1037 (OCC) L37=L28+L1038 (OCC) L38=L29+L1039 (EXP) L39=L4-L1040 (EXP) L40=L5-L1041 (EXP) L41=L6-L1042 (EXP) L42=L7-L1043 (EXP) L43=L8-L1044 (EXP) L44=L9-L10

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INPUT LISTING Job Description:

PROJECT:

CLIENT :

ANALYST:

NOTES :

PIPE DATA ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- From 10 To 20 DY= 241.000 mm DZ= 3.000 mm B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 100 N/sq.mm Sh3= 165 N/sq.mm Sh4= 100 N/sq.mm Sh5= 100 N/sq.mm Sh6= 100 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm Dia= 273.000 mm Wall= 15.090 mm Cor= .0000 mm GENERAL T1= 570 C T2= 560 C T3= 283 C T4= 560 C T5= 560 C T6= 560 C P1= 85.0000 bars P2= 65.8000 bars P3= 65.8000 bars P4= 65.8000 bars P5= 65.8000 bars P6= 65.8000 bars PHyd= 127.5000 bars Mat= (191)A335 P91 E= 213,224 N/sq.mm EH1= 147,622 N/sq.mm EH2= 150,462 N/sq.mm EH3= 195,486 N/sq.mm EH4= 150,462 N/sq.mm EH5= 150,462 N/sq.mm EH6= 150,462 N/sq.mm EH7= 213,224 N/sq.mm EH8= 213,224 N/sq.mm EH9= 213,224 N/sq.mm v = .300 Pipe Den=7639.6796875 kg/cu.m. Fluid Den= .0000000 kg/cu.m. Insul Thk= 250.000 mm Insul Den= 125.0000000 kg/cu.m. Clad Thk= .800 mm Clad Den=2700.0000000 kg/cu.m. UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm WIND/WAVE OFF ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 20 To 30 DX= 254.000 mm DZ= 3.000 mm Dia= 323.800 mm Wall= 17.480 mm Insul Thk= 260.000 mm ----------------------------------------------------------------------------- From 20 To 40 DX= -254.000 mm DZ= -3.000 mm SIF's & TEE's Node 20 Welding Tee Meets D1, Notes 10a,c,d,e,f =ON ----------------------------------------------------------------------------- From 40 To 50 DX= -146.000 mm DZ= -1.000 mm SIF's & TEE's Node 50 Weldolet Meets D1, Notes 10a,c,d,e,f =ON ----------------------------------------------------------------------------- From 50 To 55 DX= -442.978 mm DZ= -4.430 mm HANGERS Hanger Node = 55 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 266.50 N/mm Theoretical Cold Load = 16,248.00 N -----------------------------------------------------------------------------

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INPUT LISTING From 55 To 60 DX= -399.980 mm DZ= -4.000 mm RESTRAINTS Node 60 Y Mu = .30 ----------------------------------------------------------------------------- From 60 To 70 DX= -907.008 mm DZ= -9.502 mm BEND at "TO" end Radius= 457.200 mm (LONG) Bend Angle= 89.400 Angle/Node @1= 44.70 69 Angle/Node @2= .00 68 ----------------------------------------------------------------------------- From 70 To 75 DZ= -1,690.000 mm FORCES & MOMENTS Node 69 FZ1= 2,179.00 N ----------------------------------------------------------------------------- From 75 To 80 DZ= -812.000 mm BEND at "TO" end Radius= 457.200 mm (LONG) Bend Angle= 90.645 Angle/Node @1= 45.32 79 Angle/Node @2= .00 78 ----------------------------------------------------------------------------- From 80 To 90 DX= -711.000 mm DZ= 8.000 mm FORCES & MOMENTS Node 79 FX1= 4,819.00 N SIF's & TEE's Node 90 Welding Tee Meets D1, Notes 10a,c,d,e,f =ON ----------------------------------------------------------------------------- From 90 To 91 DX= -799.974 mm DZ= 5.092 mm B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 100 N/sq.mm Sh3= 165 N/sq.mm Sh4= 100 N/sq.mm Sh5= 100 N/sq.mm Sh6= 100 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 91 To 92 DX= -2,199.870 mm DZ= 25.462 mm HANGERS Hanger Node = 92 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 66.70 N/mm Theoretical Cold Load = 10,613.00 N ----------------------------------------------------------------------------- From 92 To 93 DX= -736.037 mm DZ= 7.497 mm ----------------------------------------------------------------------------- From 93 To 96 DX= -690.047 mm DZ= 5.500 mm RESTRAINTS Node 96 LIM ----------------------------------------------------------------------------- From 96 To 100 DX= -505.042 mm DZ= 6.572 mm BEND at "TO" end Radius= 457.200 mm (LONG) Bend Angle= 44.997 Angle/Node @1= 22.50 99 Angle/Node @2= .00 98 ----------------------------------------------------------------------------- From 100 To 105 DX= -965.151 mm DY= -965.151 mm DZ= 13.905 mm RESTRAINTS Node 105 Guide Gap= 4.000 mm Mu = .30 FORCES & MOMENTS Node 99 FX1= 1,331.00 N FY1= 1,331.00 N ----------------------------------------------------------------------------- From 105 To 9110 DX= -561.849 mm DY= -561.849 mm DZ= 8.095 mm

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INPUT LISTING BEND at "TO" end Radius= 457.200 mm (LONG) Bend Angle= 89.416 Angle/Node @1= 44.71 9109 Angle/Node @2= .00 9108 ----------------------------------------------------------------------------- From 9110 To 9115 DZ= 552.500 mm FORCES & MOMENTS Node 9110 FZ1= -3,904.00 N ----------------------------------------------------------------------------- From 9115 To 9116 DZ= 445.000 mm HANGERS Hanger Node = 9116 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 66.70 N/mm Theoretical Cold Load = 14,000.00 N ----------------------------------------------------------------------------- From 9116 To 9118 DZ= 2,681.000 mm ----------------------------------------------------------------------------- From 9118 To 9125 DZ= 1,003.500 mm BEND at "TO" end Radius= 457.200 mm (LONG) Bend Angle= 89.427 Angle/Node @1= 44.71 9124 Angle/Node @2= .00 9123 ----------------------------------------------------------------------------- From 9125 To 9150 DY= 814.959 mm DZ= 8.150 mm DISPLACEMENTS Node 9150 DX1= -14.200 mm DY1= 5.900 mm DZ1= 1.800 mm RX1= .000 RY1= .000 RZ1= .000 DX2= -13.940 mm DY2= 5.790 mm DZ2= 1.770 mm RX2= .000 RY2= .000 RZ2= .000 DX3= -6.860 mm DY3= 2.850 mm DZ3= .870 mm RX3= .000 RY3= .000 RZ3= .000 DX4= -13.940 mm DY4= 5.790 mm DZ4= 1.770 mm RX4= .000 RY4= .000 RZ4= .000 DX5= -13.940 mm DY5= 5.790 mm DZ5= 1.770 mm RX5= .000 RY5= .000 RZ5= .000 DX6= -13.940 mm DY6= 5.790 mm DZ6= 1.770 mm RX6= .000 RY6= .000 RZ6= .000 FORCES & MOMENTS Node 9124 FY1= -971.00 N ----------------------------------------------------------------------------- From 90 To 125 DZ= -369.000 mm Dia= 168.300 mm Wall= 10.970 mm Insul Thk= 225.000 mm ----------------------------------------------------------------------------- From 125 To 127 DZ= -150.000 mm ----------------------------------------------------------------------------- From 127 To 130 DZ= -100.000 mm RIGID Weight= 52.88 N ----------------------------------------------------------------------------- From 50 To 140 DZ= 199.000 mm Dia= 60.300 mm Wall= 3.910 mm Insul Thk= 180.000 mm ----------------------------------------------------------------------------- From 160 To 165 DZ= -3,619.000 mm B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 97 N/sq.mm Sh3= 97 N/sq.mm Sh4= 97 N/sq.mm Sh5= 168 N/sq.mm Sh6= 97 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm Dia= 273.000 mm Wall= 15.090 mm GENERAL T2= 565 C T3= 565 C T4= 565 C T5= 15 C T6= 565 C P2= 69.5000 bars

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INPUT LISTING P3= 69.5000 bars P4= 69.5000 bars P5= 1.0000 bars P6= 69.5000 bars Mat= (191)A335 P91 E= 213,224 N/sq.mm EH1= 147,622 N/sq.mm EH2= 149,096 N/sq.mm EH3= 149,096 N/sq.mm EH4= 149,096 N/sq.mm EH5= 213,224 N/sq.mm EH6= 149,096 N/sq.mm EH7= 213,224 N/sq.mm EH8= 213,224 N/sq.mm EH9= 213,224 N/sq.mm v = .300 Pipe Den=7639.6796875 kg/cu.m. Insul Thk= 250.000 mm RESTRAINTS Node 165 X DISPLACEMENTS Node 160 DX1= .500 mm DY1= -1.500 mm DZ1= -7.000 mm RX1= .000 RY1= .000 RZ1= .000 DX2= .500 mm DY2= -1.500 mm DZ2= -7.000 mm RX2= .000 RY2= .000 RZ2= .000 DX3= .500 mm DY3= -1.500 mm DZ3= -7.000 mm RX3= .000 RY3= .000 RZ3= .000 DX4= .500 mm DY4= -1.500 mm DZ4= -7.000 mm RX4= .000 RY4= .000 RZ4= .000 DX5= .000 mm DY5= .000 mm DZ5= .000 mm RX5= .000 RY5= .000 RZ5= .000 DX6= .500 mm DY6= -1.500 mm DZ6= -7.000 mm RX6= .000 RY6= .000 RZ6= .000 WIND Wind Shape= .670 ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 165 To 166 DZ= -781.000 mm ----------------------------------------------------------------------------- From 166 To 170 DZ= -546.000 mm BEND at "TO" end Radius= 381.000 mm (LONG) Bend Angle= 89.386 Angle/Node @1= 44.69 169 Angle/Node @2= .00 168 ----------------------------------------------------------------------------- From 170 To 172 DX= -950.000 mm DZ= -10.187 mm FORCES & MOMENTS Node 169 FX1= 1,176.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.46 N/mm ----------------------------------------------------------------------------- From 172 To 175 DX= -350.034 mm DZ= -15.282 mm RESTRAINTS Node 172 Y ----------------------------------------------------------------------------- From 175 To 180 DX= -534.441 mm DZ= -6.817 mm ----------------------------------------------------------------------------- From 180 To 181 DX= -99.979 mm DZ= -2.058 mm ----------------------------------------------------------------------------- From 181 To 182 DX= -249.947 mm DZ= -5.145 mm ----------------------------------------------------------------------------- From 182 To 185 DX= -249.947 mm DZ= -5.145 mm HANGERS Hanger Node = 185 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 33.30 N/mm Theoretical Cold Load = 6,135.00 N ----------------------------------------------------------------------------- From 185 To 190 DX= -600.996 mm DZ= -12.370 mm BEND at "TO" end

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INPUT LISTING Radius= 381.000 mm (LONG) Bend Angle= 89.976 Angle/Node @1= 44.99 189 Angle/Node @2= .00 188 ----------------------------------------------------------------------------- From 190 To 195 DY= 816.837 mm DZ= -16.322 mm FORCES & MOMENTS Node 189 FY1= -2,362.00 N ----------------------------------------------------------------------------- From 195 To 200 DY= 601.100 mm DZ= -12.011 mm RESTRAINTS Node 200 Y ----------------------------------------------------------------------------- From 200 To 201 DY= 1,499.700 mm DZ= -30.006 mm ----------------------------------------------------------------------------- From 201 To 205 DY= 1,998.600 mm DZ= -39.988 mm RESTRAINTS Node 205 Z Mu = .30 ----------------------------------------------------------------------------- From 205 To 210 DY= 1,399.720 mm DZ= -28.006 mm BEND at "TO" end Radius= 381.000 mm (LONG) Bend Angle= 89.977 Angle/Node @1= 44.99 209 Angle/Node @2= .00 208 ----------------------------------------------------------------------------- From 210 To 215 DX= -499.898 mm DZ= -10.090 mm FORCES & MOMENTS Node 209 FX1= 6,660.00 N ----------------------------------------------------------------------------- From 215 To 217 DX= -1,499.695 mm DZ= -30.270 mm ----------------------------------------------------------------------------- From 217 To 220 DX= -1,899.407 mm DZ= -38.640 mm RESTRAINTS Node 220 Z Mu = .30 ----------------------------------------------------------------------------- From 220 To 225 DX= -3,011.500 mm DZ= -60.000 mm ----------------------------------------------------------------------------- From 225 To 230 DX= -2,987.500 mm DZ= -60.000 mm RESTRAINTS Node 230 Guide Mu = .30 HANGERS Hanger Node = 230 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 33.30 N/mm Theoretical Cold Load = 8,246.00 N ----------------------------------------------------------------------------- From 230 To 235 DX= -4,997.201 mm DZ= -99.964 mm ----------------------------------------------------------------------------- From 235 To 240 DX= -999.799 mm DZ= -20.036 mm HANGERS Hanger Node = 240 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Theoretical Cold Load = .00 N Constant Effort Support Load = 12,988.00 N ----------------------------------------------------------------------------- From 240 To 250 DX= -709.198 mm DZ= -14.109 mm SIF's & TEE's

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INPUT LISTING Node 250 Welding Tee Meets D1, Notes 10a,c,d,e,f =ON ----------------------------------------------------------------------------- From 250 To 260 DX= -597.000 mm DZ= -12.000 mm BEND at "TO" end Radius= 381.000 mm (LONG) Bend Angle= 91.152 Angle/Node @1= 45.58 259 Angle/Node @2= .00 258 ----------------------------------------------------------------------------- From 260 To 270 DZ= 581.000 mm FORCES & MOMENTS Node 259 FZ1= -2,362.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm ----------------------------------------------------------------------------- From 270 To 280 DZ= 2,601.000 mm ----------------------------------------------------------------------------- From 280 To 290 DZ= 2,917.000 mm BEND at "TO" end Radius= 381.000 mm (user) Bend Angle= 90.000 Angle/Node @1= 45.00 289 Angle/Node @2= .00 288 ----------------------------------------------------------------------------- From 290 To 300 DX= -381.000 mm FORCES & MOMENTS Node 289 FX1= 9,919.00 N ----------------------------------------------------------------------------- From 300 To 305 DX= -499.904 mm DZ= -9.773 mm UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.46 N/mm ----------------------------------------------------------------------------- From 305 To 310 DX= -817.905 mm DZ= -35.773 mm RESTRAINTS Node 310 Z Mu = .30 Node 310 Guide Mu = .30 ----------------------------------------------------------------------------- From 310 To 320 DX= -4,380.000 mm DZ= -74.000 mm RESTRAINTS Node 320 Z Mu = .30 ----------------------------------------------------------------------------- From 320 To 330 DX= -5,570.000 mm DZ= -76.000 mm RESTRAINTS Node 330 Z Mu = .30 ----------------------------------------------------------------------------- From 330 To 335 DX= -799.939 mm DZ= -9.879 mm RESTRAINTS Node 335 X ----------------------------------------------------------------------------- From 335 To 340 DX= -4,650.061 mm DZ= -64.121 mm RESTRAINTS Node 340 Z Mu = .30 ----------------------------------------------------------------------------- From 340 To 350 DX= -4,549.000 mm DZ= -76.030 mm RESTRAINTS Node 350 Z Mu = .30

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INPUT LISTING Node 350 Guide Mu = .30 ----------------------------------------------------------------------------- From 350 To 355 DX= -2,999.816 mm DZ= -33.222 mm ----------------------------------------------------------------------------- From 355 To 360 DX= -973.184 mm DZ= -10.778 mm BEND at "TO" end Radius= 381.000 mm (LONG) Bend Angle= 89.365 Angle/Node @1= 44.68 359 Angle/Node @2= .00 358 UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm ----------------------------------------------------------------------------- From 360 To 365 DZ= -500.000 mm FORCES & MOMENTS Node 359 FZ1= 2,079.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm ----------------------------------------------------------------------------- From 365 To 370 DZ= -2,035.000 mm ----------------------------------------------------------------------------- From 370 To 380 DZ= -2,834.000 mm BEND at "TO" end Radius= 381.000 mm (user) Bend Angle= 88.848 Angle/Node @1= 44.42 379 Angle/Node @2= .00 378 ----------------------------------------------------------------------------- From 380 To 385 DX= -499.899 mm DZ= -10.051 mm FORCES & MOMENTS Node 379 FX1= 7,596.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm ----------------------------------------------------------------------------- From 385 To 390 DX= -1,380.101 mm DZ= -27.949 mm HANGERS Hanger Node = 390 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Theoretical Cold Load = .00 N Constant Effort Support Load = 17,327.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm ----------------------------------------------------------------------------- From 390 To 400 DX= -4,191.000 mm DZ= -84.000 mm UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm ----------------------------------------------------------------------------- From 400 To 405 DX= -2,209.164 mm DZ= -44.785 mm RESTRAINTS

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INPUT LISTING Node 405 Guide Mu = .30 HANGERS Hanger Node = 405 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Theoretical Cold Load = .00 N Constant Effort Support Load = 8,074.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.46 N/mm ----------------------------------------------------------------------------- From 405 To 410 DX= -799.836 mm DZ= -16.215 mm RESTRAINTS Node 410 LIM UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.46 N/mm ----------------------------------------------------------------------------- From 410 To 420 DX= -6,000.000 mm DZ= -120.000 mm RESTRAINTS Node 420 Z Mu = .30 ----------------------------------------------------------------------------- From 420 To 430 DX= -4,028.200 mm DZ= -79.996 mm ----------------------------------------------------------------------------- From 430 To 440 DX= -512.000 mm DZ= -11.000 mm BEND at "TO" end Radius= 381.000 mm (LONG) Bend Angle= 89.986 Angle/Node @1= 44.99 439 Angle/Node @2= .00 438 ----------------------------------------------------------------------------- From 440 To 450 DY= 646.994 mm DZ= -7.097 mm RESTRAINTS Node 450 Z Mu = .30 FORCES & MOMENTS Node 439 FY1= -6,201.00 N ----------------------------------------------------------------------------- From 450 To 460 DY= 5,999.000 mm DZ= -60.000 mm RESTRAINTS Node 460 Z Mu = .30 Node 460 Guide Mu = .30 ----------------------------------------------------------------------------- From 460 To 470 DY= 5,999.000 mm DZ= -60.000 mm RESTRAINTS Node 470 Z Mu = .30 ----------------------------------------------------------------------------- From 470 To 480 DY= 3,472.000 mm DZ= -35.000 mm BEND at "TO" end Radius= 381.000 mm (LONG) Bend Angle= 89.994 Angle/Node @1= 45.00 479 Angle/Node @2= .00 478 ----------------------------------------------------------------------------- From 480 To 485 DX= -499.974 mm DZ= -5.050 mm FORCES & MOMENTS Node 479 FX1= 3,353.00 N ----------------------------------------------------------------------------- From 485 To 486 DX= -510.974 mm DZ= -5.050 mm

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INPUT LISTING RESTRAINTS Node 486 Z Mu = .30 ----------------------------------------------------------------------------- From 486 To 490 DX= -2,449.053 mm DZ= -24.718 mm RESTRAINTS Node 490 Guide Mu = .30 ----------------------------------------------------------------------------- From 490 To 500 DX= -3,996.949 mm DZ= -40.193 mm HANGERS Hanger Node = 500 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 66.70 N/mm Theoretical Cold Load = 11,876.00 N ----------------------------------------------------------------------------- From 500 To 510 DX= -1,203.000 mm DZ= -13.000 mm GENERAL BEND at "TO" end Radius= 381.000 mm (LONG) Bend Angle= 89.381 Angle/Node @1= 44.69 509 Angle/Node @2= .00 508 UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm WIND/WAVE OFF ----------------------------------------------------------------------------- From 510 To 515 DZ= -500.000 mm GENERAL FORCES & MOMENTS Node 509 FZ1= 1,014.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm WIND/WAVE OFF ----------------------------------------------------------------------------- From 515 To 517 DZ= -907.500 mm ----------------------------------------------------------------------------- From 517 To 520 DZ= -1,211.500 mm BEND at "TO" end Radius= 381.000 mm (LONG) Bend Angle= 89.427 Angle/Node @1= 44.71 519 Angle/Node @2= .00 518 ----------------------------------------------------------------------------- From 520 To 525 DX= -499.975 mm DZ= -4.997 mm FORCES & MOMENTS Node 519 FX1= 4,770.00 N ----------------------------------------------------------------------------- From 525 To 530 DX= -1,401.025 mm DZ= -14.003 mm ----------------------------------------------------------------------------- From 530 To 540 DX= -350.000 mm DZ= -4.000 mm ----------------------------------------------------------------------------- From 540 To 550 DX= -350.000 mm DZ= -3.000 mm ----------------------------------------------------------------------------- From 550 To 560 DX= -350.000 mm DZ= -4.000 mm ----------------------------------------------------------------------------- From 560 To 570 DX= -150.000 mm DZ= -1.000 mm

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INPUT LISTING ----------------------------------------------------------------------------- From 570 To 580 DX= -200.000 mm DZ= -2.000 mm ----------------------------------------------------------------------------- From 580 To 590 DX= -200.000 mm DZ= -2.000 mm ----------------------------------------------------------------------------- From 590 To 600 DX= -200.000 mm DZ= -2.000 mm HANGERS Hanger Node = 600 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 266.50 N/mm Theoretical Cold Load = 15,980.00 N ----------------------------------------------------------------------------- From 600 To 610 DX= -150.000 mm DZ= -1.000 mm ----------------------------------------------------------------------------- From 610 To 620 DX= -400.000 mm DZ= -4.000 mm SIF's & TEE's Node 620 Welding Tee Meets D1, Notes 10a,c,d,e,f =ON ----------------------------------------------------------------------------- From 620 To 630 DX= -432.000 mm DZ= -4.000 mm SIF's & TEE's Node 630 Welding Tee Meets D1, Notes 10a,c,d,e,f =ON ----------------------------------------------------------------------------- From 630 To 640 DX= -216.000 mm DZ= -2.000 mm ----------------------------------------------------------------------------- From 640 To 650 DX= -991.000 mm DZ= -10.000 mm RIGID Weight=13,200.00 N ----------------------------------------------------------------------------- From 650 To 660 DX= -211.000 mm DZ= -2.000 mm B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 100 N/sq.mm Sh3= 165 N/sq.mm Sh4= 100 N/sq.mm Sh5= 100 N/sq.mm Sh6= 100 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm GENERAL T1= 570 C T2= 560 C T3= 283 C T4= 560 C T5= 560 C T6= 560 C P2= 65.8000 bars P3= 65.8000 bars P4= 65.8000 bars P5= 65.8000 bars P6= 65.8000 bars ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 660 To 670 DX= -143.000 mm DZ= -1.000 mm ----------------------------------------------------------------------------- From 670 To 30 DX= -203.000 mm DZ= 25.000 mm ----------------------------------------------------------------------------- From 630 To 675 DZ= -342.000 mm B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 97 N/sq.mm Sh3= 97 N/sq.mm Sh4= 97 N/sq.mm Sh5= 168 N/sq.mm Sh6= 97 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm Dia= 168.300 mm Wall= 10.970 mm GENERAL T1= 570 C T2= 565 C T3= 565 C T4= 565 C T5= 15 C T6= 565 C P2= 69.5000 bars P3= 69.5000 bars P4= 69.5000 bars P5= 1.0000 bars P6= 69.5000 bars Insul Thk= 225.000 mm ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 675 To 678 DZ= -150.000 mm ----------------------------------------------------------------------------- From 678 To 680 DZ= -102.000 mm

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INPUT LISTING RIGID Weight= 52.88 N ----------------------------------------------------------------------------- From 620 To 690 DY= 203.000 mm B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 97 N/sq.mm Sh3= 97 N/sq.mm Sh4= 97 N/sq.mm Sh5= 168 N/sq.mm Sh6= 97 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm Dia= 219.100 mm Wall= 12.700 mm GENERAL T1= 570 C T2= 565 C T3= 565 C T4= 565 C P3= 69.5000 bars P6= 65.8000 bars Insul Thk= 240.000 mm ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 250 To 695 DZ= -342.000 mm B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 97 N/sq.mm Sh3= 97 N/sq.mm Sh4= 97 N/sq.mm Sh5= 168 N/sq.mm Sh6= 97 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm Dia= 168.300 mm Wall= 10.970 mm GENERAL T1= 570 C T2= 565 C T3= 565 C T4= 565 C T5= 15 C T6= 565 C P2= 69.5000 bars P3= 69.5000 bars P4= 69.5000 bars P6= 69.5000 bars Insul Thk= 225.000 mm ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 695 To 698 DZ= -150.000 mm ----------------------------------------------------------------------------- From 698 To 700 DZ= -102.000 mm RIGID Weight= 52.88 N ----------------------------------------------------------------------------- From 800 To 805 DZ= -4,319.000 mm B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 97 N/sq.mm Sh3= 97 N/sq.mm Sh4= 168 N/sq.mm Sh5= 97 N/sq.mm Sh6= 97 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm Dia= 273.000 mm Wall= 15.090 mm GENERAL T2= 565 C T3= 565 C T4= 15 C T5= 565 C T6= 565 C P2= 69.5000 bars P3= 69.5000 bars P4= 1.0000 bars P5= 69.5000 bars P6= 69.5000 bars Mat= (191)A335 P91 E= 213,224 N/sq.mm EH1= 147,622 N/sq.mm EH2= 149,096 N/sq.mm EH3= 149,096 N/sq.mm EH4= 213,224 N/sq.mm EH5= 149,096 N/sq.mm EH6= 149,096 N/sq.mm EH7= 213,224 N/sq.mm EH8= 213,224 N/sq.mm EH9= 213,224 N/sq.mm v = .300 Pipe Den=7639.6796875 kg/cu.m. Insul Thk= 250.000 mm RESTRAINTS Node 805 X WIND Wind Shape= .670 ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 805 To 810 DZ= -627.000 mm BEND at "TO" end Radius= 381.000 mm (LONG) Bend Angle= 89.570 Angle/Node @1= 44.78 809 Angle/Node @2= .00 808 DISPLACEMENTS Node 800 DX1= .500 mm DY1= -1.500 mm DZ1= -7.000 mm RX1= .000 RY1= .000 RZ1= .000 DX2= .500 mm DY2= -1.500 mm DZ2= -7.000 mm RX2= .000 RY2= .000 RZ2= .000 DX3= .500 mm DY3= -1.500 mm DZ3= -7.000 mm RX3= .000 RY3= .000 RZ3= .000 DX4= .000 mm

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INPUT LISTING DY4= .000 mm DZ4= .000 mm RX4= .000 RY4= .000 RZ4= .000 DX5= .500 mm DY5= -1.500 mm DZ5= -7.000 mm RX5= .000 RY5= .000 RZ5= .000 DX6= .500 mm DY6= -1.500 mm DZ6= -7.000 mm RX6= .000 RY6= .000 RZ6= .000 ----------------------------------------------------------------------------- From 810 To 812 DX= -949.966 mm DZ= -7.132 mm FORCES & MOMENTS Node 809 FX1= 1,176.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.46 N/mm ----------------------------------------------------------------------------- From 812 To 815 DX= -550.034 mm DZ= -7.133 mm RESTRAINTS Node 812 Y ----------------------------------------------------------------------------- From 815 To 820 DX= -935.312 mm DZ= -19.432 mm HANGERS Hanger Node = 820 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 33.30 N/mm Theoretical Cold Load = 3,919.00 N ----------------------------------------------------------------------------- From 820 To 830 DX= -601.000 mm DZ= -12.000 mm BEND at "TO" end Radius= 381.000 mm (LONG) Bend Angle= 89.989 Angle/Node @1= 44.99 829 Angle/Node @2= .00 828 ----------------------------------------------------------------------------- From 830 To 835 DY= 1,316.884 mm DZ= -13.214 mm RESTRAINTS Node 835 Y FORCES & MOMENTS Node 829 FY1= -1,982.00 N ----------------------------------------------------------------------------- From 835 To 840 DY= 1,639.101 mm DZ= -40.967 mm RESTRAINTS Node 840 Z ----------------------------------------------------------------------------- From 840 To 850 DY= 2,380.022 mm DZ= -49.904 mm BEND at "TO" end Radius= 381.000 mm (LONG) Bend Angle= 89.976 Angle/Node @1= 44.99 849 Angle/Node @2= .00 848 ----------------------------------------------------------------------------- From 850 To 855 DX= -499.897 mm DZ= -10.142 mm FORCES & MOMENTS Node 849 FX1= 8,295.00 N ----------------------------------------------------------------------------- From 855 To 860 DX= -2,201.103 mm DZ= -44.858 mm RESTRAINTS Node 860 Z Mu = .30 ----------------------------------------------------------------------------- From 860 To 870 DX= -4,191.000 mm DZ= -84.000 mm ----------------------------------------------------------------------------- From 870 To 880 DX= -3,008.000 mm DZ= -61.000 mm

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INPUT LISTING RESTRAINTS Node 880 Z Mu = .30 Node 880 Guide Mu = .30 ----------------------------------------------------------------------------- From 880 To 890 DX= -6,000.000 mm DZ= -120.000 mm RESTRAINTS Node 890 Z Mu = .30 ----------------------------------------------------------------------------- From 890 To 900 DX= -4,029.200 mm DZ= -79.996 mm ----------------------------------------------------------------------------- From 900 To 910 DX= -1,492.000 mm DZ= -30.000 mm BEND at "TO" end Radius= 381.000 mm (LONG) Bend Angle= 89.988 Angle/Node @1= 44.99 909 Angle/Node @2= .00 908 ----------------------------------------------------------------------------- From 910 To 915 DY= 599.967 mm DZ= -6.291 mm FORCES & MOMENTS Node 909 FY1= -5,884.00 N ----------------------------------------------------------------------------- From 915 To 920 DY= 1,026.027 mm DZ= -10.758 mm RESTRAINTS Node 920 Z Mu = .30 ----------------------------------------------------------------------------- From 920 To 930 DY= 5,999.000 mm DZ= -60.000 mm RESTRAINTS Node 930 Z Mu = .30 Node 930 Guide Mu = .30 ----------------------------------------------------------------------------- From 930 To 940 DY= 6,000.000 mm DZ= -60.000 mm RESTRAINTS Node 940 Z Mu = .30 ----------------------------------------------------------------------------- From 940 To 950 DY= 1,673.000 mm DZ= -17.000 mm BEND at "TO" end Radius= 381.000 mm (LONG) Bend Angle= 89.994 Angle/Node @1= 45.00 949 Angle/Node @2= .00 948 ----------------------------------------------------------------------------- From 950 To 955 DX= -499.975 mm DZ= -5.030 mm FORCES & MOMENTS Node 949 FX1= 2,594.00 N ----------------------------------------------------------------------------- From 955 To 960 DX= -1,980.025 mm DZ= -19.970 mm RESTRAINTS Node 960 Guide Mu = .30 ----------------------------------------------------------------------------- From 960 To 970 DX= -4,004.948 mm DZ= -40.141 mm HANGERS Hanger Node = 970 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 66.70 N/mm Theoretical Cold Load = 12,509.00 N ----------------------------------------------------------------------------- From 970 To 980 DX= -1,196.000 mm DZ= -13.000 mm GENERAL BEND at "TO" end

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INPUT LISTING Radius= 381.000 mm (LONG) Bend Angle= 89.377 Angle/Node @1= 44.69 979 Angle/Node @2= .00 978 UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm WIND/WAVE OFF ----------------------------------------------------------------------------- From 980 To 985 DZ= -500.000 mm GENERAL FORCES & MOMENTS Node 979 FZ1= 1,007.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm WIND/WAVE OFF ----------------------------------------------------------------------------- From 985 To 987 DZ= -896.500 mm ----------------------------------------------------------------------------- From 987 To 990 DZ= -1,222.500 mm BEND at "TO" end Radius= 381.000 mm (LONG) Bend Angle= 89.427 Angle/Node @1= 44.71 989 Angle/Node @2= .00 988 ----------------------------------------------------------------------------- From 990 To 995 DX= -499.975 mm DZ= -4.997 mm FORCES & MOMENTS Node 989 FX1= 2,896.00 N ----------------------------------------------------------------------------- From 995 To 1000 DX= -1,401.025 mm DZ= -14.003 mm ----------------------------------------------------------------------------- From 1000 To 1010 DX= -350.000 mm DZ= -4.000 mm ----------------------------------------------------------------------------- From 1010 To 1020 DX= -350.000 mm DZ= -3.000 mm ----------------------------------------------------------------------------- From 1020 To 1030 DX= -350.000 mm DZ= -4.000 mm ----------------------------------------------------------------------------- From 1030 To 1040 DX= -150.000 mm DZ= -1.000 mm ----------------------------------------------------------------------------- From 1040 To 1050 DX= -200.000 mm DZ= -2.000 mm ----------------------------------------------------------------------------- From 1050 To 1060 DX= -200.000 mm DZ= -2.000 mm ----------------------------------------------------------------------------- From 1060 To 1070 DX= -200.000 mm DZ= -2.000 mm HANGERS Hanger Node = 1070 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 266.50 N/mm Theoretical Cold Load = 13,270.00 N ----------------------------------------------------------------------------- From 1070 To 1080 DX= -150.000 mm DZ= -1.000 mm ----------------------------------------------------------------------------- From 1080 To 1090 DX= -400.000 mm DZ= -4.000 mm SIF's & TEE's Node 1090 Welding Tee Meets D1, Notes 10a,c,d,e,f =ON

16


INPUT LISTING ----------------------------------------------------------------------------- From 1090 To 1100 DX= -432.000 mm DZ= -4.000 mm SIF's & TEE's Node 1100 Welding Tee Meets D1, Notes 10a,c,d,e,f =ON ----------------------------------------------------------------------------- From 1100 To 1110 DX= -216.000 mm DZ= -2.000 mm ----------------------------------------------------------------------------- From 1110 To 1120 DX= -991.000 mm DZ= -10.000 mm RIGID Weight=13,200.00 N ----------------------------------------------------------------------------- From 1120 To 1130 DX= -211.000 mm DZ= -2.000 mm B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 100 N/sq.mm Sh3= 165 N/sq.mm Sh4= 100 N/sq.mm Sh5= 100 N/sq.mm Sh6= 100 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm GENERAL T1= 570 C T2= 560 C T3= 283 C T4= 560 C T5= 560 C T6= 560 C P2= 65.8000 bars P3= 65.8000 bars P4= 65.8000 bars P5= 65.8000 bars P6= 65.8000 bars ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1130 To 1140 DX= -600.000 mm DZ= -6.000 mm BEND at "TO" end Radius= 381.000 mm (LONG) Bend Angle= 90.008 Angle/Node @1= 45.00 1139 Angle/Node @2= .00 1138 FORCES & MOMENTS Node 1139 FY1= -919.00 N ----------------------------------------------------------------------------- From 1140 To 1145 DY= 749.925 mm DZ= 10.576 mm HANGERS Hanger Node = 1145 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 266.50 N/mm Theoretical Cold Load = 13,639.00 N ----------------------------------------------------------------------------- From 1145 To 10 DY= 810.075 mm DZ= 11.424 mm ----------------------------------------------------------------------------- From 1090 To 1150 DY= 203.000 mm B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 97 N/sq.mm Sh3= 97 N/sq.mm Sh4= 168 N/sq.mm Sh5= 97 N/sq.mm Sh6= 97 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm Dia= 219.100 mm Wall= 12.700 mm GENERAL T1= 570 C T2= 565 C T3= 565 C T4= 15 C T5= 565 C T6= 565 C P2= 69.5000 bars P3= 69.5000 bars P4= 1.0000 bars Insul Thk= 240.000 mm ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1100 To 1165 DZ= -342.000 mm B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 97 N/sq.mm Sh3= 97 N/sq.mm Sh4= 168 N/sq.mm Sh5= 97 N/sq.mm Sh6= 97 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm Dia= 168.300 mm Wall= 10.970 mm GENERAL T1= 570 C T2= 565 C T3= 565 C T4= 15 C T5= 565 C T6= 565 C P2= 69.5000 bars P3= 69.5000 bars P4= 5.0000 bars P5= 69.5000 bars

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INPUT LISTING P6= 69.5000 bars Insul Thk= 225.000 mm ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1165 To 1168 DZ= -150.000 mm ----------------------------------------------------------------------------- From 1168 To 1160 DZ= -102.000 mm RIGID Weight= 52.88 N ----------------------------------------------------------------------------- From 1240 To 1245 DX= 499.975 mm DZ= 4.947 mm B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm Dia= 457.000 mm Wall= 9.530 mm GENERAL T1= 192 C T2= 15 C T3= 187 C T4= 187 C T5= 15 C T6= 187 C P1= 5.0000 bars P2= 1.0000 bars P3= 5.0000 bars P5= 1.0000 bars P6= 5.0000 bars PHyd= 7.5000 bars Mat= (106)A106 B E= 203,655 N/sq.mm EH1= 191,919 N/sq.mm EH2= 203,655 N/sq.mm EH3= 192,292 N/sq.mm EH4= 192,292 N/sq.mm EH5= 203,655 N/sq.mm EH6= 192,292 N/sq.mm EH7= 203,655 N/sq.mm EH8= 203,655 N/sq.mm EH9= 203,655 N/sq.mm v = .300 Pipe Den=7833.4399414 kg/cu.m. Insul Thk= 50.000 mm RESTRAINTS Node 1240 X Cnode 1241 K= 4,690 N/mm Node 1240 Y Cnode 1241 K= 4,690 N/mm Node 1240 Z Cnode 1241 K= 4,690 N/mm Node 1240 RX Cnode 1241 Kr= 8,999,999,500 Nmm/rad DISPLACEMENTS Node 1241 DX1= 4.300 mm DY1= -.600 mm DZ1= -4.000 mm RX1= .000 RY1= .000 RZ1= .000 DX2= 4.300 mm DY2= -.600 mm DZ2= -4.000 mm RX2= .000 RY2= .000 RZ2= .000 DX3= 4.300 mm DY3= -.600 mm DZ3= -4.000 mm RX3= .000 RY3= .000 RZ3= .000 DX4= 4.300 mm DY4= -.600 mm DZ4= -4.000 mm RX4= .000 RY4= .000 RZ4= .000 DX5= 4.300 mm DY5= -.600 mm DZ5= -4.000 mm RX5= .000 RY5= .000 RZ5= .000 DX6= 4.300 mm DY6= -.600 mm DZ6= -4.000 mm RX6= .000 RY6= .000 RZ6= .000 ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1245 To 1250 DX= 1,016.024 mm DZ= 10.053 mm BEND at "TO" end Radius= 685.800 mm (LONG) Bend Angle= 62.482 Angle/Node @1= 31.24 1249 Angle/Node @2= .00 1248 RESTRAINTS Node 1240 RY Cnode 1241 Kr= 8,999,999,500 Nmm/rad Node 1240 RZ Cnode 1241 Kr= 8,999,999,500 Nmm/rad ----------------------------------------------------------------------------- From 1250 To 1260 DX= 1,775.000 mm DY= -2,264.000 mm DZ= 2,630.000 mm B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm Dia= 457.000 mm Wall= 9.530 mm GENERAL Mat= (106)A106 B E= 203,655 N/sq.mm EH1= 191,919 N/sq.mm EH2= 203,655 N/sq.mm EH3= 192,292 N/sq.mm EH4= 192,292 N/sq.mm EH5= 203,655 N/sq.mm EH6= 192,292 N/sq.mm EH7= 203,655 N/sq.mm EH8= 203,655 N/sq.mm EH9= 203,655 N/sq.mm v = .300 Pipe Den=7833.4399414 kg/cu.m. Insul Thk= 50.000 mm

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INPUT LISTING BEND at "TO" end Radius= 685.800 mm (LONG) Bend Angle= 62.628 Angle/Node @1= 31.31 1259 Angle/Node @2= .00 1258 ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1260 To 1261 DX= 599.987 mm DZ= 3.909 mm B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm Dia= 457.000 mm Wall= 9.530 mm GENERAL T1= 192 C T2= 15 C T3= 187 C T4= 187 C T5= 15 C T6= 187 C P4= 5.0000 bars P5= 1.0000 bars P6= 5.0000 bars Mat= (106)A106 B E= 203,655 N/sq.mm EH1= 191,919 N/sq.mm EH2= 203,655 N/sq.mm EH3= 192,292 N/sq.mm EH4= 192,292 N/sq.mm EH5= 203,655 N/sq.mm EH6= 192,292 N/sq.mm EH7= 203,655 N/sq.mm EH8= 203,655 N/sq.mm EH9= 203,655 N/sq.mm v = .300 Pipe Den=7833.4399414 kg/cu.m. Insul Thk= 50.000 mm HANGERS Hanger Node = 1261 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 133.30 N/mm Theoretical Cold Load = 6,375.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm WIND/WAVE OFF ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1261 To 1262 DX= 3,606.878 mm DZ= 23.200 mm HANGERS Hanger Node = 1262 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 66.70 N/mm Theoretical Cold Load = 3,393.00 N ----------------------------------------------------------------------------- From 1262 To 1264 DX= 3,962.800 mm DZ= 39.968 mm RESTRAINTS Node 1264 Y Mu = .30 HANGERS Hanger Node = 1264 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 133.30 N/mm Theoretical Cold Load = 6,129.00 N ----------------------------------------------------------------------------- From 1264 To 1270 DX= 2,084.896 mm DZ= 20.849 mm GENERAL BEND at "TO" end Radius= 685.800 mm (LONG) Bend Angle= 89.996 Angle/Node @1= 45.00 1269 Angle/Node @2= .00 1268 UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g

19


INPUT LISTING Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.05 N/mm WIND Wind Shape= .670 ----------------------------------------------------------------------------- From 1270 To 1280 DY= -3,284.880 mm DZ= 24.078 mm GENERAL Insul/Clad Unit Wt= .00 N/mm RESTRAINTS Node 1280 Z ----------------------------------------------------------------------------- From 1280 To 1282 DY= -2,015.864 mm DZ= 23.434 mm B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm GENERAL T1= 192 C T4= 187 C T5= 15 C P4= 5.0000 bars P5= 1.0000 bars RESTRAINTS Node 1282 X Mu = .30 ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1282 To 1285 DY= -3,399.821 mm DZ= 39.523 mm BEND at "TO" end Radius= 685.800 mm (LONG) Bend Angle= 89.993 Angle/Node @1= 45.00 1284 Angle/Node @2= .00 1283 ----------------------------------------------------------------------------- From 1285 To 1290 DX= 1,870.906 mm DZ= 18.709 mm RESTRAINTS Node 1290 Z Mu = .30 ----------------------------------------------------------------------------- From 1290 To 1295 DX= 128.994 mm DZ= 1.290 mm GENERAL UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.92 N/mm WIND Wind Shape= .670 ----------------------------------------------------------------------------- From 1295 To 1300 DX= 3,872.806 mm DZ= 38.728 mm BEND at "TO" end Radius= 685.800 mm (LONG) Bend Angle= 89.994 Angle/Node @1= 45.00 1299 Angle/Node @2= .00 1298 UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.05 N/mm ----------------------------------------------------------------------------- From 1300 To 1305 DY= 3,370.832 mm DZ= 33.710 mm GENERAL RESTRAINTS Node 1305 Z WIND Wind Shape= .670 ----------------------------------------------------------------------------- From 1305 To 1306 DY= 799.960 mm DZ= 8.000 mm

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INPUT LISTING B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm RESTRAINTS Node 1306 Y ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1306 To 1308 DY= 1,399.930 mm DZ= 14.000 mm RESTRAINTS Node 1308 X Mu = .30 ----------------------------------------------------------------------------- From 1308 To 1310 DY= 3,846.808 mm DZ= 38.469 mm RESTRAINTS Node 1310 Z Mu = .30 ----------------------------------------------------------------------------- From 1310 To 1312 DY= 4,237.788 mm DZ= 42.380 mm B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm Dia= 457.000 mm Wall= 9.530 mm GENERAL Mat= (106)A106 B E= 203,655 N/sq.mm EH1= 191,919 N/sq.mm EH2= 203,655 N/sq.mm EH3= 192,292 N/sq.mm EH4= 192,292 N/sq.mm EH5= 203,655 N/sq.mm EH6= 192,292 N/sq.mm EH7= 203,655 N/sq.mm EH8= 203,655 N/sq.mm EH9= 203,655 N/sq.mm v = .300 Pipe Den=7833.4399414 kg/cu.m. Insul Thk= 50.000 mm ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1312 To 1315 DY= 1,988.901 mm DZ= 19.890 mm B31.1 (2010) Sc= 118 N/sq.mm Sh1= 114 N/sq.mm Sh2= 118 N/sq.mm Sh3= 114 N/sq.mm Sh4= 114 N/sq.mm Sh5= 118 N/sq.mm Sh6= 114 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 207 N/sq.mm Dia= 457.000 mm Wall= 9.530 mm GENERAL Mat= (185)A335 P22 E= 211,156 N/sq.mm EH1= 199,504 N/sq.mm EH2= 211,156 N/sq.mm EH3= 199,876 N/sq.mm EH4= 199,876 N/sq.mm EH5= 211,156 N/sq.mm EH6= 199,876 N/sq.mm EH7= 211,156 N/sq.mm EH8= 211,156 N/sq.mm EH9= 211,156 N/sq.mm v = .300 Pipe Den=7833.4399414 kg/cu.m. Insul Thk= 280.000 mm RESTRAINTS Node 1315 Z Mu = .30 ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1315 To 1316 DY= 2,009.899 mm DZ= 20.100 mm ----------------------------------------------------------------------------- From 1316 To 1317 DY= 499.975 mm DZ= 5.000 mm B31.1 (2010) Sc= 118 N/sq.mm Sh1= 57 N/sq.mm Sh2= 118 N/sq.mm Sh3= 57 N/sq.mm Sh4= 57 N/sq.mm Sh5= 118 N/sq.mm Sh6= 57 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 207 N/sq.mm GENERAL T1= 535 C T2= 15 C T3= 535 C T4= 535 C T5= 15 C T6= 535 C RESTRAINTS Node 1317 Z Mu = .30 ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1317 To 1318 DY= 409.975 mm DZ= 5.000 mm

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INPUT LISTING B31.1 (2010) Sc= 118 N/sq.mm Sh1= 57 N/sq.mm Sh2= 118 N/sq.mm Sh3= 57 N/sq.mm Sh4= 57 N/sq.mm Sh5= 118 N/sq.mm Sh6= 57 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 207 N/sq.mm ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1318 To 1320 DY= 1,090.000 mm B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 97 N/sq.mm Sh3= 97 N/sq.mm Sh4= 97 N/sq.mm Sh5= 168 N/sq.mm Sh6= 97 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm Dia= 457.000 mm Wall= 23.830 mm GENERAL T1= 570 C T2= 565 C T3= 565 C T4= 565 C T5= 15 C T6= 565 C P1= 85.0000 bars P2= 69.5000 bars P3= 69.5000 bars P4= 69.5000 bars P5= 1.0000 bars P6= 69.5000 bars PHyd= 127.5000 bars Mat= (191)A335 P91 E= 213,224 N/sq.mm EH1= 147,622 N/sq.mm EH2= 149,096 N/sq.mm EH3= 149,096 N/sq.mm EH4= 149,096 N/sq.mm EH5= 213,224 N/sq.mm EH6= 149,096 N/sq.mm EH7= 213,224 N/sq.mm EH8= 213,224 N/sq.mm EH9= 213,224 N/sq.mm v = .300 Pipe Den=7639.6796875 kg/cu.m. Insul Thk= 280.000 mm RIGID Weight= 3,000.00 N ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1320 To 1325 DX= -360.000 mm Dia= 219.100 mm Wall= 12.700 mm GENERAL Mat= (191)A335 P91 E= 213,224 N/sq.mm EH1= 147,622 N/sq.mm EH2= 149,096 N/sq.mm EH3= 149,096 N/sq.mm EH4= 149,096 N/sq.mm EH5= 213,224 N/sq.mm EH6= 149,096 N/sq.mm EH7= 213,224 N/sq.mm EH8= 213,224 N/sq.mm EH9= 213,224 N/sq.mm v = .300 Pipe Den=7639.6796875 kg/cu.m. Insul Thk= 240.000 mm RIGID Weight= 3,000.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.17 N/mm ----------------------------------------------------------------------------- From 1325 To 1330 DX= -335.000 mm RIGID Weight= 2,250.00 N ----------------------------------------------------------------------------- From 1330 To 1335 DZ= -350.000 mm RIGID Weight= 1,300.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm ----------------------------------------------------------------------------- From 1335 To 1340 DZ= -1,208.000 mm BEND at "TO" end Radius= 304.800 mm (LONG) Bend Angle= 89.415 Angle/Node @1= 44.71 1339 Angle/Node @2= .00 1338 FORCES & MOMENTS Node 1335 FZ1= 303.00 N ----------------------------------------------------------------------------- From 1340 To 1341 DX= -829.957 mm DZ= -8.478 mm HANGERS Hanger Node = 1341 Hanger Table = 5 Cold Load Flag = 1

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INPUT LISTING Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 133.30 N/mm Theoretical Cold Load = 5,677.00 N FORCES & MOMENTS Node 1339 FX1= 1,035.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.17 N/mm ----------------------------------------------------------------------------- From 1341 To 1342 DX= -2,424.873 mm DZ= -24.893 mm HANGERS Hanger Node = 1342 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 133.30 N/mm Theoretical Cold Load = 6,666.00 N ----------------------------------------------------------------------------- From 1342 To 1345 DX= -799.959 mm DZ= -8.049 mm BEND at "TO" end Radius= 304.800 mm (LONG) Bend Angle= 89.424 Angle/Node @1= 44.71 1344 Angle/Node @2= .00 1343 ----------------------------------------------------------------------------- From 1345 To 1350 DZ= -3,683.000 mm BEND at "TO" end Radius= 304.800 mm (LONG) Bend Angle= 89.426 Angle/Node @1= 44.71 1349 Angle/Node @2= .00 1348 FORCES & MOMENTS Node 1344 FZ1= 907.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm ----------------------------------------------------------------------------- From 1350 To 1355 DX= -3,199.840 mm DZ= -32.044 mm RESTRAINTS Node 1355 Z Mu = .30 FORCES & MOMENTS Node 1349 FX1= 2,131.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.17 N/mm ----------------------------------------------------------------------------- From 1355 To 1356 DX= -1,749.912 mm DZ= -17.524 mm GENERAL UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm WIND/WAVE OFF ----------------------------------------------------------------------------- From 1356 To 1360 DX= -2,573.845 mm DZ= -31.043 mm ----------------------------------------------------------------------------- From 1360 To 1370 DX= -1,125.970 mm DZ= -6.000 mm

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INPUT LISTING BEND at "TO" end Radius= 304.800 mm (LONG) Bend Angle= 89.997 Angle/Node @1= 45.00 1369 Angle/Node @2= .00 1368 ----------------------------------------------------------------------------- From 1370 To 690 DY= -573.971 mm DZ= -5.740 mm FORCES & MOMENTS Node 1369 FY1= 191.00 N ----------------------------------------------------------------------------- From 4330 To 4335 DX= 499.975 mm DZ= 4.947 mm B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm Dia= 457.000 mm Wall= 9.530 mm GENERAL T1= 192 C T2= 15 C T3= 187 C T4= 15 C T5= 187 C T6= 187 C P1= 5.0000 bars P2= 1.0000 bars P3= 5.0000 bars P4= 1.0000 bars P5= 5.0000 bars P6= 5.0000 bars PHyd= 7.5000 bars Mat= (106)A106 B E= 203,655 N/sq.mm EH1= 191,919 N/sq.mm EH2= 203,655 N/sq.mm EH3= 192,292 N/sq.mm EH4= 203,655 N/sq.mm EH5= 192,292 N/sq.mm EH6= 192,292 N/sq.mm EH7= 203,655 N/sq.mm EH8= 203,655 N/sq.mm EH9= 203,655 N/sq.mm v = .300 Pipe Den=7833.4399414 kg/cu.m. Insul Thk= 50.000 mm RESTRAINTS Node 4330 X Cnode 4331 K= 4,690 N/mm Node 4330 Y Cnode 4331 K= 4,690 N/mm Node 4330 Z Cnode 4331 K= 4,690 N/mm Node 4330 RX Cnode 4331 Kr= 8,999,999,500 Nmm/rad ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 4335 To 4340 DX= 1,016.024 mm DZ= 10.053 mm BEND at "TO" end Radius= 685.800 mm (LONG) Bend Angle= 47.539 Angle/Node @1= 23.77 4339 Angle/Node @2= .00 4338 RESTRAINTS Node 4330 RY Cnode 4331 Kr= 8,999,999,500 Nmm/rad Node 4330 RZ Cnode 4331 Kr= 8,999,999,500 Nmm/rad DISPLACEMENTS Node 4331 DX1= 4.300 mm DY1= -1.900 mm DZ1= -4.000 mm RX1= .000 RY1= .000 RZ1= .000 DX2= 4.300 mm DY2= -1.900 mm DZ2= -4.000 mm RX2= .000 RY2= .000 RZ2= .000 DX3= 4.300 mm DY3= -1.900 mm DZ3= -4.000 mm RX3= .000 RY3= .000 RZ3= .000 DX4= 4.300 mm DY4= -1.900 mm DZ4= -4.000 mm RX4= .000 RY4= .000 RZ4= .000 DX5= 4.300 mm DY5= -1.900 mm DZ5= -4.000 mm RX5= .000 RY5= .000 RZ5= .000 DX6= 4.300 mm DY6= -1.900 mm DZ6= -4.000 mm RX6= .000 RY6= .000 RZ6= .000 ----------------------------------------------------------------------------- From 4340 To 4350 DX= 1,776.000 mm DY= -1,164.000 mm DZ= 1,592.000 mm B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm Dia= 457.000 mm Wall= 9.530 mm GENERAL Mat= (106)A106 B E= 203,655 N/sq.mm EH1= 191,919 N/sq.mm EH2= 203,655 N/sq.mm EH3= 192,292 N/sq.mm EH4= 203,655 N/sq.mm EH5= 192,292 N/sq.mm EH6= 192,292 N/sq.mm EH7= 203,655 N/sq.mm EH8= 203,655 N/sq.mm EH9= 203,655 N/sq.mm v = .300

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INPUT LISTING Pipe Den=7833.4399414 kg/cu.m. Insul Thk= 50.000 mm BEND at "TO" end Radius= 685.800 mm (LONG) Bend Angle= 47.532 Angle/Node @1= 23.77 4349 Angle/Node @2= .00 4348 ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 4350 To 4355 DX= 599.970 mm DZ= 6.024 mm B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm Dia= 457.000 mm Wall= 9.530 mm GENERAL Mat= (106)A106 B E= 203,655 N/sq.mm EH1= 191,919 N/sq.mm EH2= 203,655 N/sq.mm EH3= 192,292 N/sq.mm EH4= 203,655 N/sq.mm EH5= 192,292 N/sq.mm EH6= 192,292 N/sq.mm EH7= 203,655 N/sq.mm EH8= 203,655 N/sq.mm EH9= 203,655 N/sq.mm v = .300 Pipe Den=7833.4399414 kg/cu.m. Insul Thk= 50.000 mm RESTRAINTS Node 4355 Z ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 4355 To 4362 DX= 3,606.818 mm DZ= 36.214 mm RESTRAINTS Node 4362 Z UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm ----------------------------------------------------------------------------- From 4362 To 4365 DX= 3,960.800 mm DZ= 39.768 mm RESTRAINTS Node 4365 Y Mu = .30 Node 4365 Z UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm ----------------------------------------------------------------------------- From 4365 To 4370 DX= 3,186.412 mm DZ= 31.993 mm GENERAL BEND at "TO" end Radius= 685.800 mm (LONG) Bend Angle= 89.994 Angle/Node @1= 45.00 4369 Angle/Node @2= .00 4368 UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.05 N/mm WIND Wind Shape= .670 ----------------------------------------------------------------------------- From 4370 To 1380 DY= -4,385.000 mm DZ= 44.000 mm B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm Dia= 457.000 mm Wall= 9.530 mm GENERAL

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INPUT LISTING T1= 192 C Mat= (106)A106 B E= 203,655 N/sq.mm EH1= 191,919 N/sq.mm EH2= 203,655 N/sq.mm EH3= 192,292 N/sq.mm EH4= 203,655 N/sq.mm EH5= 192,292 N/sq.mm EH6= 192,292 N/sq.mm EH7= 203,655 N/sq.mm EH8= 203,655 N/sq.mm EH9= 203,655 N/sq.mm v = .300 Pipe Den=7833.4399414 kg/cu.m. Insul Thk= 50.000 mm ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1380 To 1385 DY= -2,015.899 mm DZ= 20.160 mm B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm Dia= 457.000 mm Wall= 9.530 mm GENERAL T1= 192 C T2= 15 C T3= 187 C T4= 15 C T5= 187 C T6= 187 C P1= 5.0000 bars P3= 5.0000 bars P4= 1.0000 bars P5= 5.0000 bars P6= 5.0000 bars Mat= (106)A106 B E= 203,655 N/sq.mm EH1= 191,919 N/sq.mm EH2= 203,655 N/sq.mm EH3= 192,292 N/sq.mm EH4= 203,655 N/sq.mm EH5= 192,292 N/sq.mm EH6= 192,292 N/sq.mm EH7= 203,655 N/sq.mm EH8= 203,655 N/sq.mm EH9= 203,655 N/sq.mm v = .300 Pipe Den=7833.4399414 kg/cu.m. Insul Thk= 50.000 mm RESTRAINTS Node 1380 Z Node 1385 X Mu = .30 WIND Wind Shape= .670 ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1385 To 1390 DY= -2,279.886 mm DZ= 22.800 mm BEND at "TO" end Radius= 685.800 mm (LONG) Bend Angle= 89.994 Angle/Node @1= 45.00 1389 Angle/Node @2= .00 1388 ----------------------------------------------------------------------------- From 1390 To 1400 DX= 870.956 mm DZ= 8.710 mm GENERAL RESTRAINTS Node 1400 Z Mu = .30 UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.05 N/mm WIND Wind Shape= .670 ----------------------------------------------------------------------------- From 1400 To 1405 DX= 908.955 mm DZ= 9.090 mm GENERAL UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.05 N/mm WIND Wind Shape= .670 ----------------------------------------------------------------------------- From 1405 To 1410 DX= 1,999.900 mm DZ= 20.001 mm BEND at "TO" end Radius= 685.800 mm (LONG) Bend Angle= 89.994 Angle/Node @1= 45.00 1409 Angle/Node @2= .00 1408

26


INPUT LISTING ----------------------------------------------------------------------------- From 1410 To 1415 DY= 2,249.888 mm DZ= 22.499 mm B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm GENERAL Mat= (106)A106 B E= 203,655 N/sq.mm EH1= 191,919 N/sq.mm EH2= 203,655 N/sq.mm EH3= 192,292 N/sq.mm EH4= 203,655 N/sq.mm EH5= 192,292 N/sq.mm EH6= 192,292 N/sq.mm EH7= 203,655 N/sq.mm EH8= 203,655 N/sq.mm EH9= 203,655 N/sq.mm v = .300 Pipe Den=7833.4399414 kg/cu.m. RESTRAINTS Node 1415 Z ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1415 To 1416 DY= 799.960 mm DZ= 8.000 mm B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm GENERAL Mat= (106)A106 B E= 203,655 N/sq.mm EH1= 191,919 N/sq.mm EH2= 203,655 N/sq.mm EH3= 192,292 N/sq.mm EH4= 203,655 N/sq.mm EH5= 192,292 N/sq.mm EH6= 192,292 N/sq.mm EH7= 203,655 N/sq.mm EH8= 203,655 N/sq.mm EH9= 203,655 N/sq.mm v = .300 Pipe Den=7833.4399414 kg/cu.m. RESTRAINTS Node 1416 Y ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1416 To 1412 DY= 1,399.930 mm DZ= 13.999 mm RESTRAINTS Node 1412 X Mu = .30 ----------------------------------------------------------------------------- From 1412 To 1417 DY= 3,824.809 mm DZ= 38.248 mm RESTRAINTS Node 1417 Z Mu = .30 ----------------------------------------------------------------------------- From 1417 To 1418 DY= 905.955 mm DZ= 9.060 mm B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm Dia= 457.000 mm Wall= 9.530 mm GENERAL Mat= (106)A106 B E= 203,655 N/sq.mm EH1= 191,919 N/sq.mm EH2= 203,655 N/sq.mm EH3= 192,292 N/sq.mm EH4= 203,655 N/sq.mm EH5= 192,292 N/sq.mm EH6= 192,292 N/sq.mm EH7= 203,655 N/sq.mm EH8= 203,655 N/sq.mm EH9= 203,655 N/sq.mm v = .300 Pipe Den=7833.4399414 kg/cu.m. Insul Thk= 50.000 mm WIND Wind Shape= .670 ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1418 To 1419 DY= 2,057.897 mm DZ= 20.580 mm B31.1 (2010) Sc= 118 N/sq.mm Sh1= 114 N/sq.mm Sh2= 118 N/sq.mm Sh3= 114 N/sq.mm Sh4= 118 N/sq.mm Sh5= 114 N/sq.mm Sh6= 114 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 207 N/sq.mm

27


INPUT LISTING Dia= 457.000 mm Wall= 9.530 mm GENERAL Mat= (185)A335 P22 E= 211,156 N/sq.mm EH1= 199,504 N/sq.mm EH2= 211,156 N/sq.mm EH3= 199,876 N/sq.mm EH4= 211,156 N/sq.mm EH5= 199,876 N/sq.mm EH6= 199,876 N/sq.mm EH7= 211,156 N/sq.mm EH8= 211,156 N/sq.mm EH9= 211,156 N/sq.mm v = .300 Pipe Den=7833.4399414 kg/cu.m. Insul Thk= 280.000 mm ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1419 To 1420 DY= 1,941.903 mm DZ= 19.420 mm ----------------------------------------------------------------------------- From 1420 To 1424 DY= 499.975 mm DZ= 5.000 mm B31.1 (2010) Sc= 118 N/sq.mm Sh1= 57 N/sq.mm Sh2= 118 N/sq.mm Sh3= 57 N/sq.mm Sh4= 118 N/sq.mm Sh5= 57 N/sq.mm Sh6= 57 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 207 N/sq.mm GENERAL T1= 535 C T2= 15 C T3= 535 C T5= 535 C T6= 535 C RESTRAINTS Node 1424 Z Mu = .30 ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1424 To 1425 DY= 409.975 mm DZ= 5.000 mm ----------------------------------------------------------------------------- From 1425 To 1430 DY= 1,090.000 mm B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 97 N/sq.mm Sh3= 97 N/sq.mm Sh4= 168 N/sq.mm Sh5= 97 N/sq.mm Sh6= 97 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm Dia= 457.000 mm Wall= 23.830 mm GENERAL T1= 570 C T2= 565 C T3= 565 C T4= 15 C T5= 565 C T6= 565 C P1= 85.0000 bars P2= 69.5000 bars P3= 69.5000 bars P5= 69.5000 bars P6= 69.5000 bars PHyd= 127.5000 bars Mat= (191)A335 P91 E= 213,224 N/sq.mm EH1= 147,622 N/sq.mm EH2= 149,096 N/sq.mm EH3= 149,096 N/sq.mm EH4= 213,224 N/sq.mm EH5= 149,096 N/sq.mm EH6= 149,096 N/sq.mm EH7= 213,224 N/sq.mm EH8= 213,224 N/sq.mm EH9= 213,224 N/sq.mm v = .300 Pipe Den=7639.6796875 kg/cu.m. Insul Thk= 280.000 mm RIGID Weight= 3,000.00 N ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 1430 To 1440 DX= -360.000 mm Dia= 219.100 mm Wall= 12.700 mm Insul Thk= 240.000 mm RIGID Weight= 3,000.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.17 N/mm ----------------------------------------------------------------------------- From 1440 To 1445 DX= -335.000 mm GENERAL Insul/Clad Unit Wt= .00 N/mm RIGID Weight= 2,250.00 N ----------------------------------------------------------------------------- From 1445 To 1450 DZ= -350.000 mm RIGID Weight= 1,300.00 N

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INPUT LISTING UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm ----------------------------------------------------------------------------- From 1450 To 1460 DZ= -1,212.000 mm BEND at "TO" end Radius= 304.800 mm (LONG) Bend Angle= 89.419 Angle/Node @1= 44.71 1459 Angle/Node @2= .00 1458 FORCES & MOMENTS Node 1450 FZ1= 304.00 N ----------------------------------------------------------------------------- From 1460 To 1465 DX= -2,257.987 mm DY= 1,137.779 mm DZ= -25.626 mm HANGERS Hanger Node = 1465 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 133.30 N/mm Theoretical Cold Load = 9,637.00 N FORCES & MOMENTS Node 1459 FX1= 760.00 N FY1= -383.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.17 N/mm ----------------------------------------------------------------------------- From 1465 To 1470 DX= -803.688 mm DY= 404.971 mm DZ= -9.121 mm BEND at "TO" end Radius= 304.800 mm (LONG) Bend Angle= 89.419 Angle/Node @1= 44.71 1471 Angle/Node @2= .00 1468 ----------------------------------------------------------------------------- From 1470 To 1475 DZ= -3,683.000 mm BEND at "TO" end Radius= 304.800 mm (LONG) Bend Angle= 89.426 Angle/Node @1= 44.71 1474 Angle/Node @2= .00 1473 FORCES & MOMENTS Node 1468 FZ1= 907.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm ----------------------------------------------------------------------------- From 1475 To 1476 DX= -3,178.841 mm DZ= -31.834 mm GENERAL RESTRAINTS Node 1476 Z Mu = .30 FORCES & MOMENTS Node 1474 FX1= 2,131.00 N UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.17 N/mm WIND Wind Shape= .670 ----------------------------------------------------------------------------- From 1476 To 1480 DX= -1,799.910 mm DZ= -18.025 mm

29


INPUT LISTING GENERAL UNIFORM LOAD Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm WIND/WAVE OFF ----------------------------------------------------------------------------- From 1480 To 1485 DX= -3,121.873 mm DZ= -25.459 mm HANGERS Hanger Node = 1485 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 66.70 N/mm Theoretical Cold Load = 3,958.00 N ----------------------------------------------------------------------------- From 1485 To 1490 DX= -549.944 mm DZ= -11.259 mm BEND at "TO" end Radius= 304.800 mm (LONG) Bend Angle= 89.988 Angle/Node @1= 44.99 1489 Angle/Node @2= .00 1488 ----------------------------------------------------------------------------- From 1490 To 1150 DY= -573.993 mm DZ= -5.740 mm FORCES & MOMENTS Node 1489 FY1= 191.00 N

MATERIAL Changes: 10 20 Mat= (191)A335 P91 E= 213,224 N/sq.mm v = .300 Density= 7,639.6797 kg/cu.m. 160 165 Mat= (191)A335 P91 E= 213,224 N/sq.mm v = .300 Density= 7,639.6797 kg/cu.m. 800 805 Mat= (191)A335 P91 E= 213,224 N/sq.mm v = .300 Density= 7,639.6797 kg/cu.m. 1240 1245 Mat= (106)A106 B E= 203,655 N/sq.mm v = .300 Density= 7,833.4399 kg/cu.m. 1250 1260 Mat= (106)A106 B E= 203,655 N/sq.mm v = .300 Density= 7,833.4399 kg/cu.m. 1260 1261 Mat= (106)A106 B E= 203,655 N/sq.mm v = .300 Density= 7,833.4399 kg/cu.m. 1310 1312 Mat= (106)A106 B E= 203,655 N/sq.mm v = .300 Density= 7,833.4399 kg/cu.m. 1312 1315 Mat= (185)A335 P22 E= 211,156 N/sq.mm v = .300 Density= 7,833.4399 kg/cu.m. 1318 1320 Mat= (191)A335 P91 E= 213,224 N/sq.mm v = .300 Density= 7,639.6797 kg/cu.m. 1320 1325 Mat= (191)A335 P91 E= 213,224 N/sq.mm v = .300 Density= 7,639.6797 kg/cu.m. 4330 4335 Mat= (106)A106 B E= 203,655 N/sq.mm v = .300 Density= 7,833.4399 kg/cu.m. 4340 4350 Mat= (106)A106 B E= 203,655 N/sq.mm v = .300 Density= 7,833.4399 kg/cu.m. 4350 4355 Mat= (106)A106 B E= 203,655 N/sq.mm v = .300 Density= 7,833.4399 kg/cu.m. 4370 1380 Mat= (106)A106 B E= 203,655 N/sq.mm v = .300 Density= 7,833.4399 kg/cu.m. 1380 1385 Mat= (106)A106 B E= 203,655 N/sq.mm

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INPUT LISTING v = .300 Density= 7,833.4399 kg/cu.m. 1410 1415 Mat= (106)A106 B E= 203,655 N/sq.mm v = .300 Density= 7,833.4399 kg/cu.m. 1415 1416 Mat= (106)A106 B E= 203,655 N/sq.mm v = .300 Density= 7,833.4399 kg/cu.m. 1417 1418 Mat= (106)A106 B E= 203,655 N/sq.mm v = .300 Density= 7,833.4399 kg/cu.m. 1418 1419 Mat= (185)A335 P22 E= 211,156 N/sq.mm v = .300 Density= 7,833.4399 kg/cu.m. 1425 1430 Mat= (191)A335 P91 E= 213,224 N/sq.mm v = .300 Density= 7,639.6797 kg/cu.m. JOBNAME: D:\DATA_SUMIT\PROJECTS\CHARLIK\CALIK\LBA10_STRESS\REV02_(WIP)\LBA10_OP

ALLOWABLE STRESS Changes 10 20 B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 100 N/sq.mm Sh3= 165 N/sq.mm Sh4= 100 N/sq.mm Sh5= 100 N/sq.mm Sh6= 100 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm 90 91 B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 100 N/sq.mm Sh3= 165 N/sq.mm Sh4= 100 N/sq.mm Sh5= 100 N/sq.mm Sh6= 100 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm 160 165 B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 97 N/sq.mm Sh3= 97 N/sq.mm Sh4= 97 N/sq.mm Sh5= 168 N/sq.mm Sh6= 97 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm 650 660 B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 100 N/sq.mm Sh3= 165 N/sq.mm Sh4= 100 N/sq.mm Sh5= 100 N/sq.mm Sh6= 100 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm 630 675 B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 97 N/sq.mm Sh3= 97 N/sq.mm Sh4= 97 N/sq.mm Sh5= 168 N/sq.mm Sh6= 97 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm 620 690 B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 97 N/sq.mm Sh3= 97 N/sq.mm Sh4= 97 N/sq.mm Sh5= 168 N/sq.mm Sh6= 97 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm 250 695 B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 97 N/sq.mm Sh3= 97 N/sq.mm Sh4= 97 N/sq.mm Sh5= 168 N/sq.mm Sh6= 97 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm

31


INPUT LISTING 800 805 B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 97 N/sq.mm Sh3= 97 N/sq.mm Sh4= 168 N/sq.mm Sh5= 97 N/sq.mm Sh6= 97 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm 1120 1130 B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 100 N/sq.mm Sh3= 165 N/sq.mm Sh4= 100 N/sq.mm Sh5= 100 N/sq.mm Sh6= 100 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm 1090 1150 B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 97 N/sq.mm Sh3= 97 N/sq.mm Sh4= 168 N/sq.mm Sh5= 97 N/sq.mm Sh6= 97 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm 1100 1165 B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 97 N/sq.mm Sh3= 97 N/sq.mm Sh4= 168 N/sq.mm Sh5= 97 N/sq.mm Sh6= 97 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm 1240 1245 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm 1250 1260 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm 1260 1261 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm 1280 1282 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm 1305 1306 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm 1310 1312 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm

32


INPUT LISTING Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm 1312 1315 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 114 N/sq.mm Sh2= 118 N/sq.mm Sh3= 114 N/sq.mm Sh4= 114 N/sq.mm Sh5= 118 N/sq.mm Sh6= 114 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 207 N/sq.mm 1316 1317 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 57 N/sq.mm Sh2= 118 N/sq.mm Sh3= 57 N/sq.mm Sh4= 57 N/sq.mm Sh5= 118 N/sq.mm Sh6= 57 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 207 N/sq.mm 1317 1318 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 57 N/sq.mm Sh2= 118 N/sq.mm Sh3= 57 N/sq.mm Sh4= 57 N/sq.mm Sh5= 118 N/sq.mm Sh6= 57 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 207 N/sq.mm 1318 1320 B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 97 N/sq.mm Sh3= 97 N/sq.mm Sh4= 97 N/sq.mm Sh5= 168 N/sq.mm Sh6= 97 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm 4330 4335 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm 4340 4350 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm 4350 4355 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm 4370 1380 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm 1380 1385 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm

33


INPUT LISTING Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm 1410 1415 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm 1415 1416 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm 1417 1418 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 118 N/sq.mm Sh2= 118 N/sq.mm Sh3= 118 N/sq.mm Sh4= 118 N/sq.mm Sh5= 118 N/sq.mm Sh6= 118 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 241 N/sq.mm 1418 1419 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 114 N/sq.mm Sh2= 118 N/sq.mm Sh3= 114 N/sq.mm Sh4= 118 N/sq.mm Sh5= 114 N/sq.mm Sh6= 114 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 207 N/sq.mm 1420 1424 B31.1 (2010) Sc= 118 N/sq.mm Sh1= 57 N/sq.mm Sh2= 118 N/sq.mm Sh3= 57 N/sq.mm Sh4= 118 N/sq.mm Sh5= 57 N/sq.mm Sh6= 57 N/sq.mm Sh7= 118 N/sq.mm Sh8= 118 N/sq.mm Sh9= 118 N/sq.mm Sy= 207 N/sq.mm 1425 1430 B31.1 (2010) Sc= 168 N/sq.mm Sh1= 92 N/sq.mm Sh2= 97 N/sq.mm Sh3= 97 N/sq.mm Sh4= 168 N/sq.mm Sh5= 97 N/sq.mm Sh6= 97 N/sq.mm Sh7= 168 N/sq.mm Sh8= 168 N/sq.mm Sh9= 168 N/sq.mm Sy= 414 N/sq.mm

BEND ELEMENTS 60 70 Radius= 457.200 mm (LONG) Bend Angle= 89.400 Angle/Node @1= 44.70 69 Angle/Node @2= .00 68 75 80 Radius= 457.200 mm (LONG) Bend Angle= 90.645 Angle/Node @1= 45.32 79 Angle/Node @2= .00 78 96 100 Radius= 457.200 mm (LONG) Bend Angle= 44.997 Angle/Node @1= 22.50 99 Angle/Node @2= .00 98 105 9110 Radius= 457.200 mm (LONG) Bend Angle= 89.416 Angle/Node @1= 44.71 9109 Angle/Node @2= .00 9108 9118 9125 Radius= 457.200 mm (LONG) Bend Angle= 89.427 Angle/Node @1= 44.71

34


INPUT LISTING 9124 Angle/Node @2= .00 9123 166 170 Radius= 381.000 mm (LONG) Bend Angle= 89.386 Angle/Node @1= 44.69 169 Angle/Node @2= .00 168 185 190 Radius= 381.000 mm (LONG) Bend Angle= 89.976 Angle/Node @1= 44.99 189 Angle/Node @2= .00 188 205 210 Radius= 381.000 mm (LONG) Bend Angle= 89.977 Angle/Node @1= 44.99 209 Angle/Node @2= .00 208 250 260 Radius= 381.000 mm (LONG) Bend Angle= 91.152 Angle/Node @1= 45.58 259 Angle/Node @2= .00 258 280 290 Radius= 381.000 mm (user) Bend Angle= 90.000 Angle/Node @1= 45.00 289 Angle/Node @2= .00 288 355 360 Radius= 381.000 mm (LONG) Bend Angle= 89.365 Angle/Node @1= 44.68 359 Angle/Node @2= .00 358 370 380 Radius= 381.000 mm (user) Bend Angle= 88.848 Angle/Node @1= 44.42 379 Angle/Node @2= .00 378 430 440 Radius= 381.000 mm (LONG) Bend Angle= 89.986 Angle/Node @1= 44.99 439 Angle/Node @2= .00 438 470 480 Radius= 381.000 mm (LONG) Bend Angle= 89.994 Angle/Node @1= 45.00 479 Angle/Node @2= .00 478 500 510 Radius= 381.000 mm (LONG) Bend Angle= 89.381 Angle/Node @1= 44.69 509 Angle/Node @2= .00 508 517 520 Radius= 381.000 mm (LONG) Bend Angle= 89.427 Angle/Node @1= 44.71 519 Angle/Node @2= .00 518 805 810 Radius= 381.000 mm (LONG) Bend Angle= 89.570 Angle/Node @1= 44.78 809 Angle/Node @2= .00 808 820 830 Radius= 381.000 mm (LONG) Bend Angle= 89.989 Angle/Node @1= 44.99 829 Angle/Node @2= .00 828 840 850 Radius= 381.000 mm (LONG) Bend Angle= 89.976 Angle/Node @1= 44.99 849 Angle/Node @2= .00 848 900 910 Radius= 381.000 mm (LONG) Bend Angle= 89.988 Angle/Node @1= 44.99 909 Angle/Node @2= .00 908 940 950 Radius= 381.000 mm (LONG) Bend Angle= 89.994 Angle/Node @1= 45.00 949 Angle/Node @2= .00 948 970 980 Radius= 381.000 mm (LONG) Bend Angle= 89.377 Angle/Node @1= 44.69 979 Angle/Node @2= .00 978 987 990 Radius= 381.000 mm (LONG) Bend Angle= 89.427 Angle/Node @1= 44.71 989 Angle/Node @2= .00 988 1130 1140 Radius= 381.000 mm (LONG)

35


INPUT LISTING Bend Angle= 90.008 Angle/Node @1= 45.00 1139 Angle/Node @2= .00 1138 1245 1250 Radius= 685.800 mm (LONG) Bend Angle= 62.482 Angle/Node @1= 31.24 1249 Angle/Node @2= .00 1248 1250 1260 Radius= 685.800 mm (LONG) Bend Angle= 62.628 Angle/Node @1= 31.31 1259 Angle/Node @2= .00 1258 1264 1270 Radius= 685.800 mm (LONG) Bend Angle= 89.996 Angle/Node @1= 45.00 1269 Angle/Node @2= .00 1268 1282 1285 Radius= 685.800 mm (LONG) Bend Angle= 89.993 Angle/Node @1= 45.00 1284 Angle/Node @2= .00 1283 1295 1300 Radius= 685.800 mm (LONG) Bend Angle= 89.994 Angle/Node @1= 45.00 1299 Angle/Node @2= .00 1298 1335 1340 Radius= 304.800 mm (LONG) Bend Angle= 89.415 Angle/Node @1= 44.71 1339 Angle/Node @2= .00 1338 1342 1345 Radius= 304.800 mm (LONG) Bend Angle= 89.424 Angle/Node @1= 44.71 1344 Angle/Node @2= .00 1343 1345 1350 Radius= 304.800 mm (LONG) Bend Angle= 89.426 Angle/Node @1= 44.71 1349 Angle/Node @2= .00 1348 1360 1370 Radius= 304.800 mm (LONG) Bend Angle= 89.997 Angle/Node @1= 45.00 1369 Angle/Node @2= .00 1368 4335 4340 Radius= 685.800 mm (LONG) Bend Angle= 47.539 Angle/Node @1= 23.77 4339 Angle/Node @2= .00 4338 4340 4350 Radius= 685.800 mm (LONG) Bend Angle= 47.532 Angle/Node @1= 23.77 4349 Angle/Node @2= .00 4348 4365 4370 Radius= 685.800 mm (LONG) Bend Angle= 89.994 Angle/Node @1= 45.00 4369 Angle/Node @2= .00 4368 1385 1390 Radius= 685.800 mm (LONG) Bend Angle= 89.994 Angle/Node @1= 45.00 1389 Angle/Node @2= .00 1388 1405 1410 Radius= 685.800 mm (LONG) Bend Angle= 89.994 Angle/Node @1= 45.00 1409 Angle/Node @2= .00 1408 1450 1460 Radius= 304.800 mm (LONG) Bend Angle= 89.419 Angle/Node @1= 44.71 1459 Angle/Node @2= .00 1458 1465 1470 Radius= 304.800 mm (LONG) Bend Angle= 89.419 Angle/Node @1= 44.71 1471 Angle/Node @2= .00 1468 1470 1475 Radius= 304.800 mm (LONG) Bend Angle= 89.426 Angle/Node @1= 44.71 1474 Angle/Node @2= .00 1473 1485 1490 Radius= 304.800 mm (LONG) Bend Angle= 89.988 Angle/Node @1= 44.99 1489 Angle/Node @2= .00 1488

36


INPUT LISTING

RIGIDS 127 130 RIGID Weight= 52.88 N 640 650 RIGID Weight=13,200.00 N 678 680 RIGID Weight= 52.88 N 698 700 RIGID Weight= 52.88 N 1110 1120 RIGID Weight=13,200.00 N 1168 1160 RIGID Weight= 52.88 N 1318 1320 RIGID Weight= 3,000.00 N 1320 1325 RIGID Weight= 3,000.00 N 1325 1330 RIGID Weight= 2,250.00 N 1330 1335 RIGID Weight= 1,300.00 N 1425 1430 RIGID Weight= 3,000.00 N 1430 1440 RIGID Weight= 3,000.00 N 1440 1445 RIGID Weight= 2,250.00 N 1445 1450 RIGID Weight= 1,300.00 N

SIF's & TEE's 20 40 Node 20 Welding Tee Meets D1, Notes 10a,c,d,e,f =ON 40 50 Node 50 Weldolet Meets D1, Notes 10a,c,d,e,f =ON 80 90 Node 90 Welding Tee Meets D1, Notes 10a,c,d,e,f =ON 240 250 Node 250 Welding Tee Meets D1, Notes 10a,c,d,e,f =ON 610 620 Node 620 Welding Tee Meets D1, Notes 10a,c,d,e,f =ON 620 630 Node 630 Welding Tee Meets D1, Notes 10a,c,d,e,f =ON 1080 1090 Node 1090 Welding Tee Meets D1, Notes 10a,c,d,e,f =ON 1090 1100 Node 1100 Welding Tee Meets D1, Notes 10a,c,d,e,f =ON

REDUCERS 670 30 Diam2= 323.800 mm Wall2= 17.480 mm

RESTRAINTS Len MU GAP YIELD Dir NODE TYPE CNODE STIF1 STIF2 FORCE Vectors -------+-------+------+----------+----------+----------+--------------------- 60 Y .30 .000 -1.000 .000 96 LIM .000 .000 .000 105 Guide 4.00 .30 .000 .000 .000 165 X 1.000 .000 .000 172 Y .000 -1.000 .000 200 Y .000 -1.000 .000 205 Z .30 .000 .000 1.000 220 Z .30 .000 .000 1.000

37


INPUT LISTING 230 Guide .30 .000 .000 .000 310 Z .30 .000 .000 1.000 310 Guide .30 .000 .000 .000 320 Z .30 .000 .000 1.000 330 Z .30 .000 .000 1.000 335 X 1.000 .000 .000 340 Z .30 .000 .000 1.000 350 Z .30 .000 .000 1.000 350 Guide .30 .000 .000 .000 405 Guide .30 .000 .000 .000 410 LIM .000 .000 .000 420 Z .30 .000 .000 1.000 450 Z .30 .000 .000 1.000 460 Z .30 .000 .000 1.000 460 Guide .30 .000 .000 .000 470 Z .30 .000 .000 1.000 486 Z .30 .000 .000 1.000 490 Guide .30 .000 .000 .000 805 X 1.000 .000 .000 812 Y .000 -1.000 .000 835 Y .000 -1.000 .000 840 Z .000 .000 1.000 860 Z .30 .000 .000 1.000 880 Z .30 .000 .000 1.000 880 Guide .30 .000 .000 .000 890 Z .30 .000 .000 1.000 920 Z .30 .000 .000 1.000 930 Z .30 .000 .000 1.000 930 Guide .30 .000 .000 .000 940 Z .30 .000 .000 1.000 960 Guide .30 .000 .000 .000 1240 X 1241 4690 1.000 .000 .000 1240 Y 1241 4690 .000 -1.000 .000 1240 Z 1241 4690 .000 .000 1.000 1240 RX 1241 8999999500 1.000 .000 .000 1240 RY 1241 8999999500 .000 -1.000 .000 1240 RZ 1241 8999999500 .000 .000 1.000 1264 Y .30 .000 -1.000 .000 1280 Z .000 .000 1.000 1282 X .30 1.000 .000 .000 1290 Z .30 .000 .000 1.000 1305 Z .000 .000 1.000 1306 Y .000 -1.000 .000 1308 X .30 1.000 .000 .000 1310 Z .30 .000 .000 1.000 1315 Z .30 .000 .000 1.000 1317 Z .30 .000 .000 1.000 1355 Z .30 .000 .000 1.000 4330 X 4331 4690 1.000 .000 .000 4330 Y 4331 4690 .000 -1.000 .000 4330 Z 4331 4690 .000 .000 1.000 4330 RX 4331 8999999500 1.000 .000 .000 4330 RY 4331 8999999500 .000 -1.000 .000 4330 RZ 4331 8999999500 .000 .000 1.000 4355 Z .000 .000 1.000 4362 Z .000 .000 1.000

38


INPUT LISTING 4365 Y .30 .000 -1.000 .000 4365 Z .000 .000 1.000 1380 Z .000 .000 1.000 1385 X .30 1.000 .000 .000 1400 Z .30 .000 .000 1.000 1415 Z .000 .000 1.000 1416 Y .000 -1.000 .000 1412 X .30 1.000 .000 .000 1417 Z .30 .000 .000 1.000 1424 Z .30 .000 .000 1.000 1476 Z .30 .000 .000 1.000

DISPLACEMENTS 9125 9150 Node 9150 DX1= -14.200 mm DY1= 5.900 mm DZ1= 1.800 mm RX1= .000 RY1= .000 RZ1= .000 DX2= -13.940 mm DY2= 5.790 mm DZ2= 1.770 mm RX2= .000 RY2= .000 RZ2= .000 DX3= -6.860 mm DY3= 2.850 mm DZ3= .870 mm RX3= .000 RY3= .000 RZ3= .000 DX4= -13.940 mm DY4= 5.790 mm DZ4= 1.770 mm RX4= .000 RY4= .000 RZ4= .000 DX5= -13.940 mm DY5= 5.790 mm DZ5= 1.770 mm RX5= .000 RY5= .000 RZ5= .000 DX6= -13.940 mm DY6= 5.790 mm DZ6= 1.770 mm RX6= .000 RY6= .000 RZ6= .000 160 165 Node 160 DX1= .500 mm DY1= -1.500 mm DZ1= -7.000 mm RX1= .000 RY1= .000 RZ1= .000 DX2= .500 mm DY2= -1.500 mm DZ2= -7.000 mm RX2= .000 RY2= .000 RZ2= .000 DX3= .500 mm DY3= -1.500 mm DZ3= -7.000 mm RX3= .000 RY3= .000 RZ3= .000 DX4= .500 mm DY4= -1.500 mm DZ4= -7.000 mm RX4= .000 RY4= .000 RZ4= .000 DX5= .000 mm DY5= .000 mm DZ5= .000 mm RX5= .000 RY5= .000 RZ5= .000 DX6= .500 mm DY6= -1.500 mm DZ6= -7.000 mm RX6= .000 RY6= .000 RZ6= .000 805 810 Node 800 DX1= .500 mm DY1= -1.500 mm DZ1= -7.000 mm RX1= .000 RY1= .000 RZ1= .000 DX2= .500 mm DY2= -1.500 mm DZ2= -7.000 mm RX2= .000 RY2= .000 RZ2= .000 DX3= .500 mm DY3= -1.500 mm DZ3= -7.000 mm RX3= .000 RY3= .000 RZ3= .000 DX4= .000 mm DY4= .000 mm DZ4= .000 mm RX4= .000 RY4= .000 RZ4= .000 DX5= .500 mm DY5= -1.500 mm DZ5= -7.000 mm RX5= .000 RY5= .000 RZ5= .000 DX6= .500 mm DY6= -1.500 mm DZ6= -7.000 mm RX6= .000 RY6= .000 RZ6= .000 1240 1245 Node 1241 DX1= 4.300 mm DY1= -.600 mm DZ1= -4.000 mm RX1= .000 RY1= .000 RZ1= .000 DX2= 4.300 mm DY2= -.600 mm DZ2= -4.000 mm RX2= .000 RY2= .000 RZ2= .000 DX3= 4.300 mm DY3= -.600 mm

39


INPUT LISTING DZ3= -4.000 mm RX3= .000 RY3= .000 RZ3= .000 DX4= 4.300 mm DY4= -.600 mm DZ4= -4.000 mm RX4= .000 RY4= .000 RZ4= .000 DX5= 4.300 mm DY5= -.600 mm DZ5= -4.000 mm RX5= .000 RY5= .000 RZ5= .000 DX6= 4.300 mm DY6= -.600 mm DZ6= -4.000 mm RX6= .000 RY6= .000 RZ6= .000 4335 4340 Node 4331 DX1= 4.300 mm DY1= -1.900 mm DZ1= -4.000 mm RX1= .000 RY1= .000 RZ1= .000 DX2= 4.300 mm DY2= -1.900 mm DZ2= -4.000 mm RX2= .000 RY2= .000 RZ2= .000 DX3= 4.300 mm DY3= -1.900 mm DZ3= -4.000 mm RX3= .000 RY3= .000 RZ3= .000 DX4= 4.300 mm DY4= -1.900 mm DZ4= -4.000 mm RX4= .000 RY4= .000 RZ4= .000 DX5= 4.300 mm DY5= -1.900 mm DZ5= -4.000 mm RX5= .000 RY5= .000 RZ5= .000 DX6= 4.300 mm DY6= -1.900 mm DZ6= -4.000 mm RX6= .000 RY6= .000 RZ6= .000

HANGER CONTROL AND LOCATION DATA

No. of Hanger Design Load Cases = 1 Actual Cold Load Flag = 0.0 Short Range Spring Flag = 1 Allowed Load Variation (%) = 25.0000 Default Hanger Table = 5 Cold Load Flag = 1

50 55 Hanger Node = 55 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 266.50 N/mm Theoretical Cold Load = 16,248.00 N

91 92 Hanger Node = 92 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 66.70 N/mm Theoretical Cold Load = 10,613.00 N

9115 9116 Hanger Node = 9116 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0

40


INPUT LISTING Free Node = 0 Free Code = 0.0 Spring Rate = 66.70 N/mm Theoretical Cold Load = 14,000.00 N



235 240 Hanger Node = 240 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Theoretical Cold Load = .00 N Constant Effort Support Load = 12,988.00 N



490 500 Hanger Node = 500 Hanger Table = 5 Cold Load Flag = 1

41


INPUT LISTING Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 66.70 N/mm Theoretical Cold Load = 11,876.00 N





1140 1145 Hanger Node = 1145 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 266.50 N/mm

42


INPUT LISTING Theoretical Cold Load = 13,639.00 N






1460 1465 Hanger Node = 1465 Hanger Table = 5 Cold Load Flag = 1 Available Space = .0000 mm Allowed Load Variation = 25.0000

43


INPUT LISTING No. Hangers = 0.0 Short Range Flag = -1 User Operating Load = .00 N Free Node = 0 Free Node = 0 Free Code = 0.0 Spring Rate = 133.30 N/mm Theoretical Cold Load = 9,637.00 N


FORCES AND MOMENTS 70 75 Node 69 FZ1= 2,179.00 N 80 90 Node 79 FX1= 4,819.00 N 100 105 Node 99 FX1= 1,331.00 N FY1= 1,331.00 N 9110 9115 Node 9110 FZ1= -3,904.00 N 9125 9150 Node 9124 FY1= -971.00 N 170 172 Node 169 FX1= 1,176.00 N 190 195 Node 189 FY1= -2,362.00 N 210 215 Node 209 FX1= 6,660.00 N 260 270 Node 259 FZ1= -2,362.00 N 290 300 Node 289 FX1= 9,919.00 N 360 365 Node 359 FZ1= 2,079.00 N 380 385 Node 379 FX1= 7,596.00 N 440 450 Node 439 FY1= -6,201.00 N 480 485 Node 479 FX1= 3,353.00 N 510 515 Node 509 FZ1= 1,014.00 N 520 525 Node 519 FX1= 4,770.00 N 810 812 Node 809 FX1= 1,176.00 N 830 835 Node 829 FY1= -1,982.00 N 850 855 Node 849 FX1= 8,295.00 N 910 915 Node 909 FY1= -5,884.00 N 950 955 Node 949 FX1= 2,594.00 N 980 985 Node 979 FZ1= 1,007.00 N 990 995 Node 989 FX1= 2,896.00 N 1130 1140 Node 1139 FY1= -919.00 N 1335 1340 Node 1335 FZ1= 303.00 N 1340 1341 Node 1339 FX1= 1,035.00 N 1345 1350 Node 1344 FZ1= 907.00 N 1350 1355 Node 1349 FX1= 2,131.00 N 1370 690 Node 1369 FY1= 191.00 N 1450 1460 Node 1450 FZ1= 304.00 N 1460 1465 Node 1459 FX1= 760.00 N FY1= -383.00 N 1470 1475 Node 1468 FZ1= 907.00 N 1475 1476 Node 1474 FX1= 2,131.00 N 1490 1150 Node 1489 FY1= 191.00 N

44


INPUT LISTING

UNIFORM LOAD Changes 10 20 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm 170 172 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.46 N/mm 260 270 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm 300 305 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.46 N/mm 355 360 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm 360 365 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm

45


INPUT LISTING 380 385 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm 385 390 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm 390 400 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm 400 405 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.46 N/mm 405 410 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.46 N/mm 500 510 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm 510 515 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g

46


INPUT LISTING Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm 810 812 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.46 N/mm 970 980 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm 980 985 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm 1260 1261 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm 1264 1270 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.05 N/mm 1290 1295 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s

47


INPUT LISTING X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.92 N/mm 1295 1300 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.05 N/mm 1320 1325 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.17 N/mm 1330 1335 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm 1340 1341 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.17 N/mm 1345 1350 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm 1350 1355 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g

48


INPUT LISTING Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.17 N/mm 1355 1356 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm 4355 4362 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm 4362 4365 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm 4365 4370 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.05 N/mm 1390 1400 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.05 N/mm 1400 1405 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm

49


INPUT LISTING Z3 Dir = -1.05 N/mm 1430 1440 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.17 N/mm 1445 1450 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm 1460 1465 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.17 N/mm 1470 1475 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm 1475 1476 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = -1.17 N/mm 1476 1480 Vector1 in G-s X1 Dir = .20 g Y1 Dir = .00 g Z1 Dir = .00 g Vector2 in G-s X2 Dir = .00 g Y2 Dir = .20 g Z2 Dir = .00 g Vector3 in F/L X3 Dir = .00 N/mm Y3 Dir = .00 N/mm Z3 Dir = .00 N/mm

50


INPUT LISTING

WIND/WAVE 10 20 WIND/WAVE OFF 160 165 WIND Wind Shape= .670 500 510 WIND/WAVE OFF 510 515 WIND/WAVE OFF 800 805 WIND Wind Shape= .670 970 980 WIND/WAVE OFF 980 985 WIND/WAVE OFF 1260 1261 WIND/WAVE OFF 1264 1270 WIND Wind Shape= .670 1290 1295 WIND Wind Shape= .670 1300 1305 WIND Wind Shape= .670 1355 1356 WIND/WAVE OFF 4365 4370 WIND Wind Shape= .670 1380 1385 WIND Wind Shape= .670 1390 1400 WIND Wind Shape= .670 1400 1405 WIND Wind Shape= .670 1417 1418 WIND Wind Shape= .670 1475 1476 WIND Wind Shape= .670 1476 1480 WIND/WAVE OFF

INPUT UNITS USED...

UNITS= LII NOM/SCH INPUT= OFF 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 = Nm MOMENTS(OUTPUT) inch-pounds x 0.113 = Nm STRESS lbs./sq.in. x 0.007 = N/sq.mm TEMP. SCALE degrees F. x 0.556 = C PRESSURE psig x 0.069 = bars ELASTIC MODULUS lbs./sq.in. x 0.007 = N/sq.mm PIPE DENSITY lbs./cu.in. x 27680.000 = kg/cu.m. INSULATION DENS. lbs./cu.in. x 27680.000 = kg/cu.m. FLUID DENSITY lbs./cu.in. x 27680.000 = kg/cu.m. TRANSL. STIF lbs./in. x 0.175 = N/mm ROTATIONAL STIF in.lb./deg. x 6473.600 = Nmm/rad UNIFORM LOAD lb./in. x 0.175 = N/mm G LOAD g's x 1.000 = g WIND LOAD lbs./sq.in. x 0.007 = N/sq.mm ELEVATION inches x 25.400 = mm COMPOUND LENGTH inches x 25.400 = mm DIAMETER inches x 25.400 = mm WALL THICKNESS inches x 25.400 = mm

SETUP FILE PARAMETERS ------------------------------------------------------------------------------ CONNECT GEOMETRY THRU CNODES = NO 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

51


INPUT LISTING THERMAL BOWING HORZ TOLERANCE = 0.100000E-03 AUTO NODE NUMBER INCREMENT= 10.0000 Z AXIS UP= YES USE PRESSURE STIFFENING = DEFAULT ALPHA TOLERANCE = 0.500000E-01 RESLD-FORCE = NO HGR DEF RESWGT STIF = 175020. 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= 0.175020E+07 N/mm DEFAULT ROT RESTRAINT STIFF= 0.647360E+12 Nmm/rad 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= 15.0026 C BOURDON PRESSURE= NONE COEFFICIENT OF FRICTION (MU) = 0.300000 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 = 1.20000 DEFAULT CODE = B31.1 B31.3 SUS CASE SIF FACTOR = 1.00000 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= NO B31.3 WELDING/CONTOUR TEE ISB16.9 FALSE PRESSURE VARIATION IN EXP CASE= DEFAULT IMPLEMENT B313 APP-P NO IMPLEMENT B313 CODE CASE 178 YES IGNORE B31.1/B31.3 Wc FACTOR= NO USE FRP SIF = YES USE FRP FLEX = YES BS 7159 Pressure Stiffening= Design Strain

52


INPUT LISTING FRP Property Data File= CAESAR.FRP FRP Emod (axial) = 22064.0 N/sq.mm 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/cu.m. EXCLUDE f2 FROM UKOOA BENDING = NO

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 ........ 1.000

Ambient Temperature ........ 15.000 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

COORDINATE REPORT /--------------------(mm )----------------------/ NODE X Y Z 10 1104100.000 1088736.000 3720.000 20 1104100.000 1088977.000 3723.000 30 1104354.000 1088977.000 3726.000 20 1104100.000 1088977.000 3723.000 40 1103846.000 1088977.000 3720.000 50 1103700.000 1088977.000 3719.000 55 1103257.000 1088977.000 3714.570 60 1102857.000 1088977.000 3710.571 70 1101950.000 1088977.000 3701.069 75 1101950.000 1088977.000 2011.069 80 1101950.000 1088977.000 1199.069 90 1101239.000 1088977.000 1207.069 91 1100439.000 1088977.000 1212.161 92 1098239.125 1088977.000 1237.623 93 1097503.125 1088977.000 1245.119 96 1096813.125 1088977.000 1250.620 100 1096308.125 1088977.000 1257.192 105 1095343.000 1088011.875 1271.098 9110 1094781.125 1087450.000 1279.192 9115 1094781.125 1087450.000 1831.692 9116 1094781.125 1087450.000 2276.692 9118 1094781.125 1087450.000 4957.692

53


INPUT LISTING 9125 1094781.125 1087450.000 5961.192 9150 1094781.125 1088265.000 5969.342 90 1101239.000 1088977.000 1207.069 125 1101239.000 1088977.000 838.069 127 1101239.000 1088977.000 688.069 130 1101239.000 1088977.000 588.069 50 1103700.000 1088977.000 3719.000 140 1103700.000 1088977.000 3918.000 160 1184938.750 1066543.875 12159.125 165 1184938.750 1066543.875 8540.125 166 1184938.750 1066543.875 7759.125 170 1184938.750 1066543.875 7213.125 172 1183988.750 1066543.875 7202.937 175 1183638.750 1066543.875 7187.655 180 1183104.250 1066543.875 7180.838 181 1183004.250 1066543.875 7178.780 182 1182754.250 1066543.875 7173.636 185 1182504.250 1066543.875 7168.491 190 1181903.250 1066543.875 7156.121 195 1181903.250 1067360.750 7139.799 200 1181903.250 1067961.875 7127.788 201 1181903.250 1069461.625 7097.782 205 1181903.250 1071460.250 7057.794 210 1181903.250 1072860.000 7029.789 215 1181403.375 1072860.000 7019.699 217 1179903.625 1072860.000 6989.429 220 1178004.250 1072860.000 6950.789 225 1174992.750 1072860.000 6890.789 230 1172005.250 1072860.000 6830.789 235 1167008.000 1072860.000 6730.825 240 1166008.250 1072860.000 6710.789 250 1165299.000 1072860.000 6696.680 260 1164702.000 1072860.000 6684.680 270 1164702.000 1072860.000 7265.680 280 1164702.000 1072860.000 9866.680 290 1164702.000 1072860.000 12783.680 300 1164321.000 1072860.000 12783.680 305 1163821.125 1072860.000 12773.907 310 1163003.250 1072860.000 12738.135 320 1158623.250 1072860.000 12664.135 330 1153053.250 1072860.000 12588.135 335 1152253.250 1072860.000 12578.256 340 1147603.250 1072860.000 12514.135 350 1143054.250 1072860.000 12438.104 355 1140054.375 1072860.000 12404.882 360 1139081.250 1072860.000 12394.104 365 1139081.250 1072860.000 11894.104 370 1139081.250 1072860.000 9859.104 380 1139081.250 1072860.000 7025.104 385 1138581.375 1072860.000 7015.054 390 1137201.250 1072860.000 6987.104 400 1133010.250 1072860.000 6903.104 405 1130801.125 1072860.000 6858.319 410 1130001.250 1072860.000 6842.104 420 1124001.250 1072860.000 6722.104 430 1119973.000 1072860.000 6642.108

54


INPUT LISTING 440 1119461.000 1072860.000 6631.108 450 1119461.000 1073507.000 6624.012 460 1119461.000 1079506.000 6564.012 470 1119461.000 1085505.000 6504.012 480 1119461.000 1088977.000 6469.012 485 1118961.000 1088977.000 6463.961 486 1118450.000 1088977.000 6458.911 490 1116001.000 1088977.000 6434.193 500 1112004.000 1088977.000 6394.000 510 1110801.000 1088977.000 6381.000 515 1110801.000 1088977.000 5881.000 517 1110801.000 1088977.000 4973.500 520 1110801.000 1088977.000 3762.000 525 1110301.000 1088977.000 3757.003 530 1108900.000 1088977.000 3743.000 540 1108550.000 1088977.000 3739.000 550 1108200.000 1088977.000 3736.000 560 1107850.000 1088977.000 3732.000 570 1107700.000 1088977.000 3731.000 580 1107500.000 1088977.000 3729.000 590 1107300.000 1088977.000 3727.000 600 1107100.000 1088977.000 3725.000 610 1106950.000 1088977.000 3724.000 620 1106550.000 1088977.000 3720.000 630 1106118.000 1088977.000 3716.000 640 1105902.000 1088977.000 3714.000 650 1104911.000 1088977.000 3704.000 660 1104700.000 1088977.000 3702.000 670 1104557.000 1088977.000 3701.000 30 1104354.000 1088977.000 3726.000 630 1106118.000 1088977.000 3716.000 675 1106118.000 1088977.000 3374.000 678 1106118.000 1088977.000 3224.000 680 1106118.000 1088977.000 3122.000 620 1106550.000 1088977.000 3720.000 690 1106550.000 1089180.000 3720.000 250 1165299.000 1072860.000 6696.680 695 1165299.000 1072860.000 6354.680 698 1165299.000 1072860.000 6204.680 700 1165299.000 1072860.000 6102.680 800 1142939.500 1066542.000 12140.968 805 1142939.500 1066542.000 7821.968 810 1142939.500 1066542.000 7194.968 812 1141989.500 1066542.000 7187.835 815 1141439.500 1066542.000 7180.703 820 1140504.250 1066542.000 7161.271 830 1139903.250 1066542.000 7149.271 835 1139903.250 1067858.875 7136.057 840 1139903.250 1069498.000 7095.090 850 1139903.250 1071878.000 7045.186 855 1139403.375 1071878.000 7035.044 860 1137202.250 1071878.000 6990.186 870 1133011.250 1071878.000 6906.186 880 1130003.250 1071878.000 6845.186 890 1124003.250 1071878.000 6725.186 900 1119974.000 1071878.000 6645.190

55


INPUT LISTING 910 1118482.000 1071878.000 6615.190 915 1118482.000 1072478.000 6608.899 920 1118482.000 1073504.000 6598.142 930 1118482.000 1079503.000 6538.142 940 1118482.000 1085503.000 6478.142 950 1118482.000 1087176.000 6461.142 955 1117982.000 1087176.000 6456.112 960 1116002.000 1087176.000 6436.142 970 1111997.000 1087176.000 6396.000 980 1110801.000 1087176.000 6383.000 985 1110801.000 1087176.000 5883.000 987 1110801.000 1087176.000 4986.500 990 1110801.000 1087176.000 3764.000 995 1110301.000 1087176.000 3759.003 1000 1108900.000 1087176.000 3745.000 1010 1108550.000 1087176.000 3741.000 1020 1108200.000 1087176.000 3738.000 1030 1107850.000 1087176.000 3734.000 1040 1107700.000 1087176.000 3733.000 1050 1107500.000 1087176.000 3731.000 1060 1107300.000 1087176.000 3729.000 1070 1107100.000 1087176.000 3727.000 1080 1106950.000 1087176.000 3726.000 1090 1106550.000 1087176.000 3722.000 1100 1106118.000 1087176.000 3718.000 1110 1105902.000 1087176.000 3716.000 1120 1104911.000 1087176.000 3706.000 1130 1104700.000 1087176.000 3704.000 1140 1104100.000 1087176.000 3698.000 1145 1104100.000 1087925.875 3708.576 10 1104100.000 1088736.000 3720.000 1090 1106550.000 1087176.000 3722.000 1150 1106550.000 1087379.000 3722.000 1100 1106118.000 1087176.000 3718.000 1165 1106118.000 1087176.000 3376.000 1168 1106118.000 1087176.000 3226.000 1160 1106118.000 1087176.000 3124.000 1240 1100531.375 1081064.625 6029.536 1245 1101031.375 1081064.625 6034.483 1250 1102047.375 1081064.625 6044.536 1260 1103822.375 1078800.625 8674.536 1261 1104422.375 1078800.625 8678.445 1262 1108029.250 1078800.625 8701.645 1264 1111992.000 1078800.625 8741.612 1270 1114076.875 1078800.625 8762.461 1280 1114076.875 1075515.750 8786.538 1282 1114076.875 1073499.875 8809.973 1285 1114076.875 1070100.000 8849.495 1290 1115947.750 1070100.000 8868.204 1295 1116076.750 1070100.000 8869.494 1300 1119949.500 1070100.000 8908.223 1305 1119949.500 1073470.875 8941.933 1306 1119949.500 1074270.875 8949.933 1308 1119949.500 1075670.750 8963.932 1310 1119949.500 1079517.500 9002.400 1312 1119949.500 1083755.250 9044.780

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INPUT LISTING 1315 1119949.500 1085744.125 9064.670 1316 1119949.500 1087754.000 9084.770 1317 1119949.500 1088254.000 9089.770 1318 1119949.500 1088664.000 9094.770 1320 1119949.500 1089754.000 9094.770 1325 1119589.500 1089754.000 9094.770 1330 1119254.500 1089754.000 9094.770 1335 1119254.500 1089754.000 8744.770 1340 1119254.500 1089754.000 7536.770 1341 1118424.500 1089754.000 7528.292 1342 1115999.625 1089754.000 7503.400 1345 1115199.625 1089754.000 7495.351 1350 1115199.625 1089754.000 3812.351 1355 1111999.750 1089754.000 3780.307 1356 1110249.875 1089754.000 3762.783 1360 1107676.000 1089754.000 3731.740 1370 1106550.000 1089754.000 3725.740 690 1106550.000 1089180.000 3720.000 4330 1100531.500 1081074.750 7106.497 4335 1101031.500 1081074.750 7111.444 4340 1102047.500 1081074.750 7121.497 4350 1103823.500 1079910.750 8713.497 4355 1104423.500 1079910.750 8719.521 4362 1108030.375 1079910.750 8755.735 4365 1111991.125 1079910.750 8795.504 4370 1115177.500 1079910.750 8827.497 1380 1115177.500 1075525.750 8871.497 1385 1115177.500 1073509.875 8891.657 1390 1115177.500 1071230.000 8914.457 1400 1116048.500 1071230.000 8923.167 1405 1116957.500 1071230.000 8932.258 1410 1118957.375 1071230.000 8952.259 1415 1118957.375 1073479.875 8974.758 1416 1118957.375 1074279.875 8982.758 1412 1118957.375 1075679.750 8996.757 1417 1118957.375 1079504.500 9035.005 1418 1118957.375 1080410.500 9044.064 1419 1118957.375 1082468.375 9064.645 1420 1118957.375 1084410.250 9084.064 1424 1118957.375 1084910.250 9089.064 1425 1118957.375 1085320.250 9094.064 1430 1118957.375 1086410.250 9094.064 1440 1118597.375 1086410.250 9094.064 1445 1118262.375 1086410.250 9094.064 1450 1118262.375 1086410.250 8744.064 1460 1118262.375 1086410.250 7532.064 1465 1116004.375 1087548.000 7506.438 1470 1115200.625 1087953.000 7497.317 1475 1115200.625 1087953.000 3814.317 1476 1112021.750 1087953.000 3782.483 1480 1110221.875 1087953.000 3764.458 1485 1107100.000 1087953.000 3739.000 1490 1106550.000 1087953.000 3727.740 1150 1106550.000 1087379.000 3722.000

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Input Echo calculation in caesar and rohr

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