Attachment PSA

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CAESAR II 2013 R1 Ver.6.10.00.0028, (Build 121130) Date: FEB 23, 2015 Time: 12:31Job Name: PSA CP 9Licensed To: SPLM: Edit company name in <system>\company.txt

Input Echo

Job Description: PROJECT: CLIENT : ANALYST: NOTES : PIPE DATA ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- From 10 To 20 DX= -.531 ft. B31.8 (2010) Restrained = ON Sh1= 52,000 lb./sq.in. Sh2= 52,000 lb./sq.in. Sh3= 52,000 lb./sq.in. Sh4= 52,000 lb./sq.in. Sh5= 52,000 lb./sq.in. Sh6= 52,000 lb./sq.in. Sh7= 52,000 lb./sq.in. Sh8= 52,000 lb./sq.in. Sh9= 52,000 lb./sq.in. Sy= 52,000 lb./sq.in. Dia= 20.000 in. Wall= 1.031 in. Cor= .0025 in. GENERAL T1= 130 F T2= 86 F P1= 720.0000 lb./sq.in. P2= 537.0000 lb./sq.in. PHyd= 1,080.0000 lb./sq.in. Mat= (331)API-5L X52 E= 29,790,000 lb./sq.in. EH1= 29,180,000 lb./sq.in. EH2= 29,393,334 lb./sq.in. EH3= 29,500,000 lb./sq.in. EH4= 29,500,000 lb./sq.in. EH5= 29,500,000 lb./sq.in. EH6= 29,500,000 lb./sq.in. EH7= 29,500,000 lb./sq.in. EH8= 29,500,000 lb./sq.in. EH9= 29,500,000 lb./sq.in. v = .300 Pipe Den= .2830000 lb./cu.in. Fluid Den= .0237356 lb./cu.in. Insul Thk= .000 in. RIGID Weight= 531.31 lb. RESTRAINTS Node 10 ANC UNIFORM LOAD Vector1 in G-s X1 Dir = .40 g's Y1 Dir = .00 g's Z1 Dir = .00 g's Vector2 in G-s X2 Dir = .00 g's Y2 Dir = .00 g's Z2 Dir = .40 g's Vector3 in G-s X3 Dir = .00 g's Y3 Dir = .00 g's Z3 Dir = .00 g's ALLOWABLE STRESSES ----------------------------------------------------------------------------- From 20 To 30 DX= -.984 ft. ----------------------------------------------------------------------------- From 30 To 40 DX= -.984 ft. ----------------------------------------------------------------------------- From 40 To 50 DX= -2.234 ft. SIF's & TEE's Node 50 Welding Tee Use Notes 6,9,10 = ----------------------------------------------------------------------------- From 50 To 60 DZ= -3.750 ft. BEND at "TO" end Radius= 30.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 59 Angle/Node @2= .00 58 ----------------------------------------------------------------------------- From 60 To 65 DX= -3.346 ft. RESTRAINTS Node 65 +Y Mu = .30 Node 65 Guide Gap= .118 in. Node 65 -Y Gap= .118 in. ----------------------------------------------------------------------------- From 65 To 70 DX= -.820 ft.

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Input Echo ----------------------------------------------------------------------------- From 70 To 80 DX= -.531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 80 To 90 DX= -3.251 ft. RIGID Weight= 5,000.00 lb. ----------------------------------------------------------------------------- From 90 To 100 DX= -.531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 100 To 105 DX= -2.953 ft. RESTRAINTS Node 105 +Y Mu = .30 ----------------------------------------------------------------------------- From 105 To 110 DX= -2.789 ft. ----------------------------------------------------------------------------- From 110 To 112 DX= -6.562 ft. RESTRAINTS Node 112 +Y Mu = .30 Node 112 Guide Gap= .118 in. Node 112 -Y Gap= .118 in. ----------------------------------------------------------------------------- From 112 To 114 DX= -8.202 ft. RESTRAINTS Node 114 +Y Mu = .30 ----------------------------------------------------------------------------- From 114 To 130 DX= -6.280 ft. ----------------------------------------------------------------------------- From 130 To 140 DX= -2.208 ft. RIGID Weight= 2,500.00 lb. ----------------------------------------------------------------------------- From 140 To 150 DX= -.531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 150 To 155 DX= -1.640 ft. RESTRAINTS Node 155 +Y Mu = .30 Node 155 Guide Gap= .118 in. Node 155 -Y Gap= .118 in. ----------------------------------------------------------------------------- From 155 To 160 DX= -4.915 ft. ----------------------------------------------------------------------------- From 160 To 170 DX= -.984 ft. ----------------------------------------------------------------------------- From 170 To 180 DX= -.984 ft. ----------------------------------------------------------------------------- From 180 To 190 DX= -.984 ft. ----------------------------------------------------------------------------- From 190 To 195 DX= -.492 ft. RESTRAINTS Node 195 +Y Mu = .30 ----------------------------------------------------------------------------- From 195 To 200 DX= -.492 ft. ----------------------------------------------------------------------------- From 200 To 210 DX= -1.148 ft. ----------------------------------------------------------------------------- From 210 To 220 DX= -.531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 220 To 230 DX= -3.251 ft.

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Input Echo RIGID Weight= 4,894.26 lb. ----------------------------------------------------------------------------- From 230 To 240 DX= -.531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 240 To 245 DX= -.820 ft. RESTRAINTS Node 245 +Y Mu = .30 Node 245 Guide Gap= .118 in. Node 245 -Y Gap= .118 in. ----------------------------------------------------------------------------- From 245 To 250 DX= -3.337 ft. BEND at "TO" end Radius= 30.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 249 Angle/Node @2= .00 248 ----------------------------------------------------------------------------- From 250 To 260 DZ= 3.750 ft. ----------------------------------------------------------------------------- From 50 To 400 DZ= 3.750 ft. BEND at "TO" end Radius= 30.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 399 Angle/Node @2= .00 398 ----------------------------------------------------------------------------- From 400 To 405 DX= -3.346 ft. RESTRAINTS Node 405 +Y Mu = .30 Node 405 Guide Gap= .118 in. Node 405 -Y Gap= .118 in. ----------------------------------------------------------------------------- From 405 To 410 DX= -.820 ft. ----------------------------------------------------------------------------- From 410 To 420 DX= -.531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 420 To 430 DX= -3.251 ft. RIGID Weight= 5,000.00 lb. ----------------------------------------------------------------------------- From 430 To 440 DX= -.531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 440 To 445 DX= -2.953 ft. RESTRAINTS Node 445 +Y Mu = .30 PIPE DATA ----------------------------------------------------------------------------- From 445 To 450 DX= -2.257 ft. ----------------------------------------------------------------------------- From 450 To 452 DX= -6.562 ft. RESTRAINTS Node 452 +Y Mu = .30 Node 452 Guide Gap= .118 in. Node 452 -Y Gap= .118 in. ----------------------------------------------------------------------------- From 452 To 454 DX= -8.202 ft. RESTRAINTS Node 454 +Y Mu = .30 ----------------------------------------------------------------------------- From 454 To 460 DX= -6.280 ft. -----------------------------------------------------------------------------

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Input Echo From 460 To 470 DX= -2.208 ft. RIGID Weight= 2,500.00 lb. ----------------------------------------------------------------------------- From 470 To 480 DX= -.531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 480 To 485 DX= -1.640 ft. RESTRAINTS Node 485 +Y Mu = .30 Node 485 Guide Gap= .118 in. Node 485 -Y Gap= .118 in. ----------------------------------------------------------------------------- From 485 To 490 DX= -4.915 ft. ----------------------------------------------------------------------------- From 490 To 500 DX= -.984 ft. ----------------------------------------------------------------------------- From 500 To 510 DX= -.984 ft. ----------------------------------------------------------------------------- From 510 To 520 DX= -.984 ft. ----------------------------------------------------------------------------- From 520 To 525 DX= -.492 ft. RESTRAINTS Node 525 +Y Mu = .30 ----------------------------------------------------------------------------- From 525 To 530 DX= -.492 ft. ----------------------------------------------------------------------------- From 530 To 540 DX= -1.148 ft. ----------------------------------------------------------------------------- From 540 To 550 DX= -.531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 550 To 560 DX= -3.251 ft. RIGID Weight= 4,894.26 lb. ----------------------------------------------------------------------------- From 560 To 570 DX= -.531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 570 To 575 DX= -.820 ft. RESTRAINTS Node 575 +Y Mu = .30 Node 575 Guide Gap= .118 in. Node 575 -Y Gap= .118 in. ----------------------------------------------------------------------------- From 575 To 580 DX= -3.868 ft. BEND at "TO" end Radius= 30.000 in. (LONG) Bend Angle= 90.000 ----------------------------------------------------------------------------- From 580 To 260 DZ= -3.750 ft. SIF's & TEE's Node 260 Welding Tee Use Notes 6,9,10 = ----------------------------------------------------------------------------- From 260 To 600 DX= -1.250 ft. ----------------------------------------------------------------------------- From 600 To 610 DX= -.531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 610 To 620 DX= -.531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 620 To 630 DX= -2.500 ft.

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Input Echo BEND at "TO" end Radius= 30.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 299 ----------------------------------------------------------------------------- From 630 To 632 DZ= 4.140 ft. RESTRAINTS Node 632 +Y Mu = .30 ----------------------------------------------------------------------------- From 632 To 634 DZ= 7.339 ft. RESTRAINTS Node 634 +Y Mu = .30 Node 634 Guide Gap= .118 in. Node 634 -Y Gap= .118 in. ----------------------------------------------------------------------------- From 634 To 636 DZ= 6.696 ft. RESTRAINTS Node 636 +Y Mu = .30 ----------------------------------------------------------------------------- From 636 To 640 DZ= 4.140 ft. BEND at "TO" end Radius= 30.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 309 Angle/Node @2= .00 308 ----------------------------------------------------------------------------- From 640 To 650 DX= 2.500 ft. ----------------------------------------------------------------------------- From 650 To 660 DX= .531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 660 To 670 DX= .531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 670 To 680 DX= 1.250 ft. SIF's & TEE's Node 680 Welding Tee Use Notes 6,9,10 = ----------------------------------------------------------------------------- From 680 To 690 DZ= -3.750 ft. BEND at "TO" end Radius= 30.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 359 Angle/Node @2= .00 358 ----------------------------------------------------------------------------- From 690 To 695 DX= 3.330 ft. RESTRAINTS Node 695 +Y Mu = .30 ----------------------------------------------------------------------------- From 695 To 700 DX= .820 ft. ----------------------------------------------------------------------------- From 700 To 710 DX= .531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 710 To 720 DX= 3.251 ft. RIGID Weight= 4,894.26 lb. ----------------------------------------------------------------------------- From 720 To 730 DX= .531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 730 To 740 DX= 1.640 ft. ----------------------------------------------------------------------------- From 740 To 745 DX= .820 ft. RESTRAINTS Node 745 +Y Mu = .30 Node 745 Guide Gap= .118 in.

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Input Echo Node 745 -Y Gap= .118 in. ----------------------------------------------------------------------------- From 745 To 750 DX= .820 ft. ----------------------------------------------------------------------------- From 750 To 760 DX= .531 ft. RIGID Weight= 531.13 lb. ----------------------------------------------------------------------------- From 760 To 770 DX= 3.251 ft. RIGID Weight= 5,000.00 lb. ----------------------------------------------------------------------------- From 770 To 780 DX= .531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 780 To 785 DX= 1.640 ft. RESTRAINTS Node 785 +Y Mu = .30 PIPE DATA ----------------------------------------------------------------------------- From 785 To 790 DX= .830 ft. ----------------------------------------------------------------------------- From 790 To 800 DX= 1.667 ft. ----------------------------------------------------------------------------- From 800 To 810 DX= .479 ft. Dia= 16.000 in. Wall= .844 in. Insul Thk= .000 in. RIGID Weight= 359.35 lb. ----------------------------------------------------------------------------- From 810 To 820 DX= 3.251 ft. RIGID Weight= 4,000.00 lb. ----------------------------------------------------------------------------- From 820 To 830 DX= .479 ft. RIGID Weight= 359.35 lb. ----------------------------------------------------------------------------- From 830 To 835 DX= .820 ft. RESTRAINTS Node 835 +Y Mu = .30 Node 835 Guide Gap= .118 in. Node 835 -Y Gap= .118 in. ----------------------------------------------------------------------------- From 835 To 840 DX= .820 ft. ----------------------------------------------------------------------------- From 840 To 850 DX= 1.667 ft. ----------------------------------------------------------------------------- From 850 To 860 DX= 2.297 ft. Dia= 20.000 in. Wall= 1.031 in. Insul Thk= .000 in. ----------------------------------------------------------------------------- From 860 To 870 DX= .984 ft. ----------------------------------------------------------------------------- From 870 To 875 DX= .492 ft. RESTRAINTS Node 875 +Y Mu = .30 ----------------------------------------------------------------------------- From 875 To 880 DX= .492 ft. ----------------------------------------------------------------------------- From 880 To 890 DX= .984 ft. ----------------------------------------------------------------------------- From 890 To 900 DX= 1.565 ft. -----------------------------------------------------------------------------

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Input Echo From 900 To 910 DX= .531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 910 To 920 DX= .958 ft. RIGID Weight= 900.00 lb. ----------------------------------------------------------------------------- From 920 To 930 DX= .531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 930 To 935 DX= .492 ft. RESTRAINTS Node 935 +Y Mu = .30 ----------------------------------------------------------------------------- From 935 To 940 DX= .495 ft. ----------------------------------------------------------------------------- From 940 To 950 DX= .988 ft. ----------------------------------------------------------------------------- From 950 To 960 DX= .531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 960 To 970 DX= 3.251 ft. RIGID Weight= 4,894.26 lb. ----------------------------------------------------------------------------- From 970 To 980 DX= .531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 980 To 985 DX= .820 ft. RESTRAINTS Node 985 +Y Mu = .30 Node 985 Guide Gap= .118 in. Node 985 -Y Gap= .118 in. ----------------------------------------------------------------------------- From 985 To 990 DX= 3.376 ft. BEND at "TO" end Radius= 30.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 989 Angle/Node @2= .00 988 ----------------------------------------------------------------------------- From 990 To 1000 DZ= 3.750 ft. SIF's & TEE's Node 1000 Welding Tee Use Notes 6,9,10 = ----------------------------------------------------------------------------- From 680 To 1200 DZ= 3.750 ft. BEND at "TO" end Radius= 30.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1199 Angle/Node @2= .00 1198 ----------------------------------------------------------------------------- From 1200 To 1205 DX= 3.330 ft. RESTRAINTS Node 1205 +Y Mu = .30 ----------------------------------------------------------------------------- From 1205 To 1210 DX= .820 ft. ----------------------------------------------------------------------------- From 1210 To 1220 DX= .531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 1220 To 1230 DX= 3.251 ft. RIGID Weight= 4,894.26 lb. ----------------------------------------------------------------------------- From 1230 To 1240 DX= .531 ft. RIGID Weight= 531.31 lb.

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Input Echo ----------------------------------------------------------------------------- From 1240 To 1250 DX= 1.640 ft. ----------------------------------------------------------------------------- From 1250 To 1255 DX= .820 ft. RESTRAINTS Node 1255 +Y Mu = .30 Node 1255 Guide Gap= .118 in. Node 1255 -Y Gap= .118 in. ----------------------------------------------------------------------------- From 1255 To 1260 DX= .820 ft. ----------------------------------------------------------------------------- From 1260 To 1270 DX= .531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 1270 To 1280 DX= 3.251 ft. RIGID Weight= 5,000.00 lb. ----------------------------------------------------------------------------- From 1280 To 1290 DX= .531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 1290 To 1295 DX= 1.640 ft. RESTRAINTS Node 1295 +Y Mu = .30 ----------------------------------------------------------------------------- From 1295 To 1300 DX= .830 ft. ----------------------------------------------------------------------------- From 1300 To 1310 DX= 1.667 ft. ----------------------------------------------------------------------------- From 1310 To 1320 DX= .479 ft. Dia= 16.000 in. Wall= .844 in. Insul Thk= .000 in. RIGID Weight= 359.35 lb. ----------------------------------------------------------------------------- From 1320 To 1330 DX= 3.251 ft. RIGID Weight= 4,000.00 lb. ----------------------------------------------------------------------------- From 1330 To 1340 DX= .479 ft. RIGID Weight= 359.35 lb. ----------------------------------------------------------------------------- From 1340 To 1345 DX= .820 ft. ----------------------------------------------------------------------------- From 1345 To 1350 DX= .820 ft. RESTRAINTS Node 1350 +Y Mu = .30 Node 1350 Guide Gap= .118 in. Node 1350 -Y Gap= .118 in. PIPE DATA ----------------------------------------------------------------------------- From 1350 To 1360 DX= 1.667 ft. ----------------------------------------------------------------------------- From 1360 To 1370 DX= 2.297 ft. Dia= 20.000 in. Wall= 1.031 in. Insul Thk= .000 in. ----------------------------------------------------------------------------- From 1370 To 1380 DX= .984 ft. ----------------------------------------------------------------------------- From 1380 To 1385 DX= .492 ft. RESTRAINTS Node 1385 +Y Mu = .30

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Input Echo ----------------------------------------------------------------------------- From 1385 To 1390 DX= .492 ft. ----------------------------------------------------------------------------- From 1390 To 1400 DX= .984 ft. ----------------------------------------------------------------------------- From 1400 To 1410 DX= 1.565 ft. ----------------------------------------------------------------------------- From 1410 To 1420 DX= .531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 1420 To 1430 DX= .958 ft. RIGID Weight= 900.00 lb. ----------------------------------------------------------------------------- From 1430 To 1440 DX= .531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 1440 To 1445 DX= .492 ft. ----------------------------------------------------------------------------- From 1445 To 1450 DX= .495 ft. RESTRAINTS Node 1450 +Y Mu = .30 ----------------------------------------------------------------------------- From 1450 To 1460 DX= .988 ft. ----------------------------------------------------------------------------- From 1460 To 1470 DX= .531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 1470 To 1480 DX= 3.251 ft. RIGID Weight= 4,894.26 lb. ----------------------------------------------------------------------------- From 1480 To 1490 DX= .531 ft. RIGID Weight= 531.31 lb. ----------------------------------------------------------------------------- From 1490 To 1495 DX= .820 ft. RESTRAINTS Node 1495 +Y Mu = .30 Node 1495 Guide Gap= .118 in. Node 1495 -Y Gap= .118 in. ----------------------------------------------------------------------------- From 1495 To 1500 DX= 3.376 ft. BEND at "TO" end Radius= 30.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1499 Angle/Node @2= .00 1498 ----------------------------------------------------------------------------- From 1500 To 1000 DZ= -3.750 ft. ----------------------------------------------------------------------------- From 1000 To 1700 DX= 1.250 ft. ----------------------------------------------------------------------------- From 1700 To 1710 DX= .531 ft. RIGID Weight= 531.31 lb. MATERIAL Changes: 10 20 Mat= (331)API-5L X52 E= 29,790,000 lb./sq.in. v = .300 Density= .2830 lb./cu.in. JOBNAME: D:\WORK\PRATIWI PUTRI SULUNG\PROJECT\CP9\PSA CP9\PSA CP 9 ALLOWABLE STRESS Changes

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Input Echo 10 20 B31.8 (2010) Restrained = ON Sh1= 52,000 lb./sq.in. Sh2= 52,000 lb./sq.in. Sh3= 52,000 lb./sq.in. Sh4= 52,000 lb./sq.in. Sh5= 52,000 lb./sq.in. Sh6= 52,000 lb./sq.in. Sh7= 52,000 lb./sq.in. Sh8= 52,000 lb./sq.in. Sh9= 52,000 lb./sq.in. Sy= 52,000 lb./sq.in. BEND ELEMENTS 50 60 Radius= 30.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 59 Angle/Node @2= .00 58 245 250 Radius= 30.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 249 Angle/Node @2= .00 248 50 400 Radius= 30.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 399 Angle/Node @2= .00 398 575 580 Radius= 30.000 in. (LONG) Bend Angle= 90.000 620 630 Radius= 30.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 299 636 640 Radius= 30.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 309 Angle/Node @2= .00 308 680 690 Radius= 30.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 359 Angle/Node @2= .00 358 985 990 Radius= 30.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 989 Angle/Node @2= .00 988 680 1200 Radius= 30.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1199 Angle/Node @2= .00 1198 1495 1500 Radius= 30.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1499 Angle/Node @2= .00 1498 RIGIDS 10 20 RIGID Weight= 531.31 lb. 70 80 RIGID Weight= 531.31 lb. 80 90 RIGID Weight= 5,000.00 lb. 90 100 RIGID Weight= 531.31 lb. 130 140 RIGID Weight= 2,500.00 lb. 140 150 RIGID Weight= 531.31 lb. 210 220 RIGID Weight= 531.31 lb. 220 230 RIGID Weight= 4,894.26 lb. 230 240 RIGID Weight= 531.31 lb. 410 420 RIGID Weight= 531.31 lb. 420 430 RIGID Weight= 5,000.00 lb. 430 440 RIGID Weight= 531.31 lb.

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Input Echo 460 470 RIGID Weight= 2,500.00 lb. 470 480 RIGID Weight= 531.31 lb. 540 550 RIGID Weight= 531.31 lb. 550 560 RIGID Weight= 4,894.26 lb. 560 570 RIGID Weight= 531.31 lb. 600 610 RIGID Weight= 531.31 lb. 610 620 RIGID Weight= 531.31 lb. 650 660 RIGID Weight= 531.31 lb. 660 670 RIGID Weight= 531.31 lb. 700 710 RIGID Weight= 531.31 lb. 710 720 RIGID Weight= 4,894.26 lb. 720 730 RIGID Weight= 531.31 lb. 750 760 RIGID Weight= 531.13 lb. 760 770 RIGID Weight= 5,000.00 lb. 770 780 RIGID Weight= 531.31 lb. 800 810 RIGID Weight= 359.35 lb. 810 820 RIGID Weight= 4,000.00 lb. 820 830 RIGID Weight= 359.35 lb. 900 910 RIGID Weight= 531.31 lb. 910 920 RIGID Weight= 900.00 lb. 920 930 RIGID Weight= 531.31 lb. 950 960 RIGID Weight= 531.31 lb. 960 970 RIGID Weight= 4,894.26 lb. 970 980 RIGID Weight= 531.31 lb. 1210 1220 RIGID Weight= 531.31 lb. 1220 1230 RIGID Weight= 4,894.26 lb. 1230 1240 RIGID Weight= 531.31 lb. 1260 1270 RIGID Weight= 531.31 lb. 1270 1280 RIGID Weight= 5,000.00 lb. 1280 1290 RIGID Weight= 531.31 lb. 1310 1320 RIGID Weight= 359.35 lb. 1320 1330 RIGID Weight= 4,000.00 lb. 1330 1340 RIGID Weight= 359.35 lb. 1410 1420 RIGID Weight= 531.31 lb. 1420 1430 RIGID Weight= 900.00 lb. 1430 1440 RIGID Weight= 531.31 lb. 1460 1470 RIGID Weight= 531.31 lb. 1470 1480 RIGID Weight= 4,894.26 lb. 1480 1490 RIGID Weight= 531.31 lb. 1700 1710 RIGID Weight= 531.31 lb. SIF's & TEE's 40 50 Node 50 Welding Tee Use Notes 6,9,10 = 580 260 Node 260 Welding Tee Use Notes 6,9,10 = 670 680 Node 680 Welding Tee Use Notes 6,9,10 = 990 1000 Node 1000 Welding Tee Use Notes 6,9,10 = REDUCERS 790 800 Diam2= 16.000 in. Wall2= .844 in. 840 850 Diam2= 20.000 in. Wall2= 1.031 in. 1300 1310 Diam2= 16.000 in. Wall2= .844 in. 1350 1360 Diam2= 20.000 in. Wall2= 1.031 in.

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Input Echo RESTRAINTS Len MU GAP YIELD Dir NODE TYPE CNODE STIF1 STIF2 FORCE Vectors -------+-------+------+----------+----------+----------+--------------------- 10 ANC .000 .000 .000 65 +Y .30 .000 1.000 .000 65 Guide .12 .000 .000 .000 65 -Y .12 .000 1.000 .000 105 +Y .30 .000 1.000 .000 112 +Y .30 .000 1.000 .000 112 Guide .12 .000 .000 .000 112 -Y .12 .000 1.000 .000 114 +Y .30 .000 1.000 .000 155 +Y .30 .000 1.000 .000 155 Guide .12 .000 .000 .000 155 -Y .12 .000 1.000 .000 195 +Y .30 .000 1.000 .000 245 +Y .30 .000 1.000 .000 245 Guide .12 .000 .000 .000 245 -Y .12 .000 1.000 .000 405 +Y .30 .000 1.000 .000 405 Guide .12 .000 .000 .000 405 -Y .12 .000 1.000 .000 445 +Y .30 .000 1.000 .000 452 +Y .30 .000 1.000 .000 452 Guide .12 .000 .000 .000 452 -Y .12 .000 1.000 .000 454 +Y .30 .000 1.000 .000 485 +Y .30 .000 1.000 .000 485 Guide .12 .000 .000 .000 485 -Y .12 .000 1.000 .000 525 +Y .30 .000 1.000 .000 575 +Y .30 .000 1.000 .000 575 Guide .12 .000 .000 .000 575 -Y .12 .000 1.000 .000 632 +Y .30 .000 1.000 .000 634 +Y .30 .000 1.000 .000 634 Guide .12 .000 .000 .000 634 -Y .12 .000 1.000 .000 636 +Y .30 .000 1.000 .000 695 +Y .30 .000 1.000 .000 745 +Y .30 .000 1.000 .000 745 Guide .12 .000 .000 .000 745 -Y .12 .000 1.000 .000 785 +Y .30 .000 1.000 .000 835 +Y .30 .000 1.000 .000 835 Guide .12 .000 .000 .000 835 -Y .12 .000 1.000 .000 875 +Y .30 .000 1.000 .000 935 +Y .30 .000 1.000 .000 985 +Y .30 .000 1.000 .000 985 Guide .12 .000 .000 .000 985 -Y .12 .000 1.000 .000 1205 +Y .30 .000 1.000 .000 1255 +Y .30 .000 1.000 .000 1255 Guide .12 .000 .000 .000 1255 -Y .12 .000 1.000 .000 1295 +Y .30 .000 1.000 .000 1350 +Y .30 .000 1.000 .000 1350 Guide .12 .000 .000 .000

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Input Echo 1350 -Y .12 .000 1.000 .000 1385 +Y .30 .000 1.000 .000 1450 +Y .30 .000 1.000 .000 1495 +Y .30 .000 1.000 .000 1495 Guide .12 .000 .000 .000 1495 -Y .12 .000 1.000 .000 UNIFORM LOAD Changes 10 20 Vector1 in G-s X1 Dir = .40 g's Y1 Dir = .00 g's Z1 Dir = .00 g's Vector2 in G-s X2 Dir = .00 g's Y2 Dir = .00 g's Z2 Dir = .40 g's Vector3 in G-s X3 Dir = .00 g's Y3 Dir = .00 g's Z3 Dir = .00 g's INPUT UNITS USED... UNITS= ENGLISH NOM/SCH INPUT= ON LENGTH inches x 1.000 = in. FORCE pounds x 1.000 = lb. MASS(dynamics) pounds x 1.000 = lbm MOMENTS(INPUT) inch-pounds x 1.000 = in.lb. MOMENTS(OUTPUT) inch-pounds x 0.083 = ft.lb. STRESS lbs./sq.in. x 1.000 = lb./sq.in. TEMP. SCALE degrees F. x 1.000 = F PRESSURE psig x 1.000 = lb./sq.in. ELASTIC MODULUS lbs./sq.in. x 1.000 = lb./sq.in. PIPE DENSITY lbs./cu.in. x 1.000 = lb./cu.in. INSULATION DENS. lbs./cu.in. x 1.000 = lb./cu.in. FLUID DENSITY lbs./cu.in. x 1.000 = lb./cu.in. TRANSL. STIF lbs./in. x 1.000 = lb./in. ROTATIONAL STIF in.lb./deg. x 1.000 = in.lb./deg UNIFORM LOAD lb./in. x 1.000 = lb./in. G LOAD g's x 1.000 = g's WIND LOAD lbs./sq.in. x 144.000 = lb./sq.ft. ELEVATION inches x 0.083 = ft. COMPOUND LENGTH inches x 0.083 = ft. DIAMETER inches x 1.000 = in. WALL THICKNESS inches x 1.000 = in. SETUP FILE PARAMETERS ------------------------------------------------------------------------------ CONNECT GEOMETRY THRU CNODES = YES MIN ALLOWED BEND ANGLE = 5.00000 MAX ALLOWED BEND ANGLE = 95.0000 BEND LENGTH ATTACHMENT PERCENT = 1.00000 MIN ANGLE TO ADJACENT BEND PT = 5.00000 LOOP CLOSURE TOLERANCE = 1.00000 in. THERMAL BOWING HORZ TOLERANCE = 0.100000E-03 AUTO NODE NUMBER INCREMENT= 10.0000 Z AXIS UP= NO USE PRESSURE STIFFENING = DEFAULT ALPHA TOLERANCE = 0.500000E-01 RESLD-FORCE = NO HGR DEF RESWGT STIF = 0.100000E+13 lb./in.

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Input Echo DECOMP SNG TOL = 0.100000E+11 BEND AXIAL SHAPE = YES FRICT STIF = 0.100000E+07 lb./in. 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= 0.100000E+13 lb./in. DEFAULT ROT RESTRAINT STIFF= 0.100000E+13 in.lb./deg IGNORE SPRING HANGER STIFFNESS = NO MISSING MASS ZPA = EXTRACTED MIN WALL MILL TOLERANCE = 12.5000 WRC-107 VERSION = MAR 79 1B1/2B1 WRC-107 INTERPOLATION = LAST VALUE DEFAULT AMBIENT TEMPERATURE= 70.0000 F BOURDON PRESSURE= NONE COEFFICIENT OF FRICTION (MU) = 0.000000 INCLUDE SPRG STIF IN HGR OPE = NO INCLUDE INSULATION IN HYDROTEST = NO REDUCED INTERSECTION = B31.1(POST1980) USE WRC329 NO NO REDUCED SIF FOR RFT AND WLT NO B31.1 REDUCED Z FIX = YES CLASS 1 BRANCH FLEX NO ALL STRESS CASES CORRODED = NO ADD TORSION IN SL STRESS = DEFAULT ADD F/A IN STRESS = DEFAULT OCCASIONAL LOAD FACTOR = 0.000000 DEFAULT CODE = B31.3 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= YES USE FRP SIF = YES USE FRP FLEX = YES BS 7159 Pressure Stiffening= Design Strain FRP Emod (axial) = 0.320000E+07 lb./sq.in. FRP Ratio Gmod/Emod (axial) = 0.250000 FRP Ea/Eh*Vh/a = 0.152730 FRP Laminate Type = THREE FRP Alpha = 12.0000 F FRP Density = 0.600000E-01 lb./cu.in. EXCLUDE f2 FROM UKOOA BENDING = NO EXECUTION CONTROL PARAMETERS

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Input Echo Rigid/ExpJt Print Flag ..... 1.000 Bourdon Option ............. .000 Loop Closure Flag .......... .000 Thermal Bowing Delta Temp .. .000 F Liberal Allowable Flag ..... 1.000 Uniform Load Option ........ 1.000 Ambient Temperature ........ 70.000 F Plastic (FRP) Alpha ........ 12.000 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 /--------------------(in.)----------------------/ NODE X Y Z 10 .000 .000 .000 20 -6.378 .000 .000 30 -18.189 .000 .000 40 -30.000 .000 .000 50 -56.811 .000 .000 60 -56.811 .000 -45.000 65 -96.969 .000 -45.000 70 -106.811 .000 -45.000 80 -113.189 .000 -45.000 90 -152.205 .000 -45.000 100 -158.583 .000 -45.000 105 -194.016 .000 -45.000 110 -227.480 .000 -45.000 112 -306.220 .000 -45.000 114 -404.646 .000 -45.000 130 -480.000 .000 -45.000 140 -506.496 .000 -45.000 150 -512.874 .000 -45.000 155 -532.559 .000 -45.000 160 -591.535 .000 -45.000 170 -603.346 .000 -45.000 180 -615.158 .000 -45.000 190 -626.969 .000 -45.000 195 -632.874 .000 -45.000 200 -638.780 .000 -45.000 210 -652.559 .000 -45.000 220 -658.937 .000 -45.000 230 -697.953 .000 -45.000 240 -704.331 .000 -45.000 245 -714.173 .000 -45.000 250 -754.213 .000 -45.000 260 -754.213 .000 -.000 50 -56.811 .000 .000 400 -56.811 .000 45.000 405 -96.969 .000 45.000 410 -106.811 .000 45.000 420 -113.189 .000 45.000 430 -152.205 .000 45.000

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Input Echo 440 -158.583 .000 45.000 445 -194.016 .000 45.000 450 -221.102 .000 45.000 452 -299.843 .000 45.000 454 -398.268 .000 45.000 460 -473.622 .000 45.000 470 -500.118 .000 45.000 480 -506.496 .000 45.000 485 -526.181 .000 45.000 490 -585.158 .000 45.000 500 -596.969 .000 45.000 510 -608.780 .000 45.000 520 -620.591 .000 45.000 525 -626.496 .000 45.000 530 -632.402 .000 45.000 540 -646.181 .000 45.000 550 -652.559 .000 45.000 560 -691.575 .000 45.000 570 -697.953 .000 45.000 575 -707.795 .000 45.000 580 -754.213 .000 45.000 580 -754.213 .000 45.000 260 -754.213 .000 -.000 600 -769.213 .000 -.000 610 -775.591 .000 -.000 620 -781.969 .000 -.000 630 -811.969 .000 -.000 632 -811.969 .000 49.685 634 -811.969 .000 137.756 636 -811.969 .000 218.110 640 -811.969 .000 267.795 650 -781.969 .000 267.795 660 -775.591 .000 267.795 670 -769.213 .000 267.795 680 -754.213 .000 267.795 690 -754.213 .000 222.795 695 -714.252 .000 222.795 700 -704.409 .000 222.795 710 -698.032 .000 222.795 720 -659.016 .000 222.795 730 -652.638 .000 222.795 740 -632.953 .000 222.795 745 -623.110 .000 222.795 750 -613.268 .000 222.795 760 -606.890 .000 222.795 770 -567.874 .000 222.795 780 -561.496 .000 222.795 785 -541.811 .000 222.795 790 -531.850 .000 222.795 800 -511.850 .000 222.795 810 -506.102 .000 222.795 820 -467.087 .000 222.795 830 -461.339 .000 222.795 835 -451.496 .000 222.795 840 -441.654 .000 222.795 850 -421.654 .000 222.795 860 -394.095 .000 222.795 870 -382.283 .000 222.795 875 -376.378 .000 222.795 880 -370.472 .000 222.795

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Input Echo 890 -358.661 .000 222.795 900 -339.882 .000 222.795 910 -333.504 .000 222.795 920 -322.008 .000 222.795 930 -315.630 .000 222.795 935 -309.724 .000 222.795 940 -303.779 .000 222.795 950 -291.929 .000 222.795 960 -285.551 .000 222.795 970 -246.535 .000 222.795 980 -240.157 .000 222.795 985 -230.315 .000 222.795 990 -189.803 .000 222.795 1000 -189.803 .000 267.795 680 -754.213 .000 267.795 1200 -754.213 .000 312.795 1205 -714.252 .000 312.795 1210 -704.409 .000 312.795 1220 -698.032 .000 312.795 1230 -659.016 .000 312.795 1240 -652.638 .000 312.795 1250 -632.953 .000 312.795 1255 -623.110 .000 312.795 1260 -613.268 .000 312.795 1270 -606.890 .000 312.795 1280 -567.874 .000 312.795 1290 -561.496 .000 312.795 1295 -541.811 .000 312.795 1300 -531.850 .000 312.795 1310 -511.850 .000 312.795 1320 -506.102 .000 312.795 1330 -467.087 .000 312.795 1340 -461.339 .000 312.795 1345 -451.496 .000 312.795 1350 -441.654 .000 312.795 1360 -421.654 .000 312.795 1370 -394.095 .000 312.795 1380 -382.283 .000 312.795 1385 -376.378 .000 312.795 1390 -370.472 .000 312.795 1400 -358.661 .000 312.795 1410 -339.882 .000 312.795 1420 -333.504 .000 312.795 1430 -322.008 .000 312.795 1440 -315.630 .000 312.795 1445 -309.724 .000 312.795 1450 -303.779 .000 312.795 1460 -291.929 .000 312.795 COORDINATE REPORT /--------------------(in.)----------------------/ NODE X Y Z 1470 -285.551 .000 312.795 1480 -246.535 .000 312.795 1490 -240.157 .000 312.795 1495 -230.315 .000 312.795 1500 -189.803 .000 312.795 1000 -189.803 .000 267.795 1700 -174.803 .000 267.795 1710 -168.425 .000 267.795

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LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS1 (HYD) WW+HP2 (OPE) W+T1+P13 (OPE) W+T2+P24 (SUS) W+P15 (SUS) W+P26 (OCC) W+T1+P1+U17 (OCC) W+T1+P1+U28 (OCC) W+T2+P2+U19 (OCC) W+T2+P2+U210 (EXP) L10=L2-L411 (EXP) L11=L3-L5 TABLE OF CONTENTS -- STATIC OUTPUT -PAGE- ---REPORT / LOAD CASE--- 1 Input Echo GENERAL

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CAESAR II LOAD CASE REPORT

CASE 1 (HYD) WW+HPHYDRO TEST CASE Keep/Discard: Keep Display: Disp/Force/Stress Elastic Modulus: EC SUS case SH: SH_MIN Friction Mult.: 1.0000 Flg Analysis Temp: None CASE 2 (OPE) W+T1+P1OPERATING CASE CONDITION 1 Keep/Discard: Keep Display: Disp/Force/Stress Elastic Modulus: EC SUS case SH: SH_MIN Friction Mult.: 1.0000 Flg Analysis Temp: T1 CASE 3 (OPE) W+T2+P2OPERATING CASE CONDITION 2 Keep/Discard: Keep Display: Disp/Force/Stress Elastic Modulus: EC SUS case SH: SH_MIN Friction Mult.: 1.0000 Flg Analysis Temp: T2 CASE 4 (SUS) W+P1SUSTAINED CASE CONDITION 1 Keep/Discard: Keep Display: Disp/Force/Stress Elastic Modulus: EC SUS case SH: SH_MIN Friction Mult.: 1.0000 Flg Analysis Temp: None CASE 5 (SUS) W+P2 Keep/Discard: Keep Display: Disp/Force/Stress Elastic Modulus: EC SUS case SH: SH_MIN Friction Mult.: 1.0000 Flg Analysis Temp: None CASE 6 (OCC) W+T1+P1+U1 Keep/Discard: Keep Display: Disp/Force/Stress Elastic Modulus: EC SUS case SH: SH_MIN Friction Mult.: 1.0000 OCC Load Factor: 0.0000 Flg Analysis Temp: None CASE 7 (OCC) W+T1+P1+U2EXPANSION CASE CONDITION 2 Keep/Discard: Keep Display: Disp/Force/Stress Elastic Modulus: EC SUS case SH: SH_MIN

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CAESAR II LOAD CASE REPORT Friction Mult.: 1.0000 OCC Load Factor: 0.0000 Flg Analysis Temp: None CASE 8 (OCC) W+T2+P2+U1 Keep/Discard: Keep Display: Disp/Force/Stress Elastic Modulus: EC SUS case SH: SH_MIN Friction Mult.: 1.0000 OCC Load Factor: 0.0000 Flg Analysis Temp: None CASE 9 (OCC) W+T2+P2+U2 Keep/Discard: Keep Display: Disp/Force/Stress Elastic Modulus: EC SUS case SH: SH_MIN Friction Mult.: 1.0000 OCC Load Factor: 0.0000 Flg Analysis Temp: None CASE 10 (EXP) L10=L2-L4 Keep/Discard: Keep Display: Disp/Force/Stress Combination Method: ALG OCC Load Factor: 0.0000 Flg Analysis Temp: None CASE 11 (EXP) L11=L3-L5 Keep/Discard: Keep Display: Disp/Force/Stress Combination Method: ALG OCC Load Factor: 0.0000 Flg Analysis Temp: None

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LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS1 (HYD) WW+HP2 (OPE) W+T1+P13 (OPE) W+T2+P24 (SUS) W+P15 (SUS) W+P26 (OCC) W+T1+P1+U17 (OCC) W+T1+P1+U28 (OCC) W+T2+P2+U19 (OCC) W+T2+P2+U210 (EXP) L10=L2-L411 (EXP) L11=L3-L5 TABLE OF CONTENTS -- STATIC OUTPUT -PAGE- ---REPORT / LOAD CASE--- 1 Load Case Report GENERAL

02/23/15 12:32:12 Page 1

CAESAR II 2013 R1 Ver.6.10.00.0028, (Build 121130) Date: FEB 23, 2015 Time: 12:31

Job Name: PSA CP 9

Licensed To: SPLM: Edit company name in <system>\company.txt

STRESS SUMMARY REPORT: Highest Stresses Mini Statement

Various Load Cases

LOAD CASE DEFINITION KEY

CASE 1 (HYD) WW+HP

CASE 2 (OPE) W+T1+P1

CASE 3 (OPE) W+T2+P2

CASE 4 (SUS) W+P1

CASE 5 (SUS) W+P2

CASE 6 (OCC) W+T1+P1+U1




Piping Code: B31.8 = B31.8 -2010, June 1, 2010

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

Highest Stresses: (lb./sq.in.) LOADCASE 1 (HYD) WW+HP

Ratio (%): 18.0 @Node 985

Code Stress: 9381.3 Allowable Stress: 52000.0

Axial Stress: 3142.6 @Node 30

Bending Stress: 294.5 @Node 985

Torsion Stress: 0.0 @Node 20

Hoop Stress: 10475.3 @Node 30

Max Stress Intensity: 11044.6 @Node 30

CODE STRESS CHECK PASSED : LOADCASE 2 (OPE) W+T1+P1

Highest Stresses: (lb./sq.in.) LOADCASE 2 (OPE) W+T1+P1

Ratio (%): 18.6 @Node 634

OPE Stress: 8684.7 Allowable Stress: 46800.0






CODE STRESS CHECK PASSED : LOADCASE 3 (OPE) W+T2+P2

Highest Stresses: (lb./sq.in.) LOADCASE 3 (OPE) W+T2+P2

Ratio (%): 10.2 @Node 58

OPE Stress: 4782.0 Allowable Stress: 46800.0






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Job Name: PSA CP 9



Various Load Cases


CODE STRESS CHECK PASSED : LOADCASE 4 (SUS) W+P1

Highest Stresses: (lb./sq.in.) LOADCASE 4 (SUS) W+P1

Ratio (%): 13.4 @Node 985







CODE STRESS CHECK PASSED : LOADCASE 5 (SUS) W+P2

Highest Stresses: (lb./sq.in.) LOADCASE 5 (SUS) W+P2

Ratio (%): 10.0 @Node 985







CODE STRESS CHECK PASSED : LOADCASE 6 (OCC) W+T1+P1+U1

Highest Stresses: (lb./sq.in.) LOADCASE 6 (OCC) W+T1+P1+U1

Ratio (%): 15.6 @Node 600









Ratio (%): 16.2 @Node 634









Ratio (%): 10.8 @Node 634

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Job Name: PSA CP 9



Various Load Cases










Ratio (%): 9.6 @Node 1255







02/23/15 12:32:27 Page 4


LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS1 (HYD) WW+HP2 (OPE) W+T1+P13 (OPE) W+T2+P24 (SUS) W+P15 (SUS) W+P26 (OCC) W+T1+P1+U17 (OCC) W+T1+P1+U28 (OCC) W+T2+P2+U19 (OCC) W+T2+P2+U210 (EXP) L10=L2-L411 (EXP) L11=L3-L5 TABLE OF CONTENTS -- STATIC OUTPUT -PAGE- ---REPORT / LOAD CASE--- 1 Stress Summary 1 (HYD) WW+HP 2 (OPE) W+T1+P1 3 (OPE) W+T2+P2 4 (SUS) W+P1 5 (SUS) W+P2 6 (OCC) W+T1+P1+U1 7 (OCC) W+T1+P1+U2 8 (OCC) W+T2+P2+U1 9 (OCC) W+T2+P2+U2

Attachment PSA

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Transcript of Attachment PSA