1

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

LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS

1 (HYD) WW+HP
2 (OPE) W+D1+T1+P1
3 (OPE) W+D1+T2+P2
4 (OPE) W+D1+T2+P2+WIN1
5 (OPE) W+D1+T2+P2+WIN2
6 (OPE) W+D1+T2+P2+WIN3
7 (OPE) W+D1+T2+P2+WIN4
8 (OPE) W+D1+T2+P2+U1+U2
9 (OPE) W+D1+T2+P2+U2+U3
10 (OPE) W+D1+T2+P2-U1-U2
11 (OPE) W+D1+T2+P2-U2-U3
12 (OPE) W+D1+T2+P2+U1-U2
13 (OPE) W+D1+T2+P2-U2+U3
14 (OPE) W+D1+T2+P2-U1+U2
15 (OPE) W+D1+T2+P2+U2-U3
16 (SUS) W+P1
17 (SUS) W+P2
18 (OCC) L18=L4-L3
19 (OCC) L19=L5-L3
20 (OCC) L20=L6-L3
21 (OCC) L21=L7-L3
22 (OCC) L22=L8-L3
23 (OCC) L23=L9-L3
24 (OCC) L24=L10-L3
25 (OCC) L25=L11-L3
26 (OCC) L26=L12-L3
27 (OCC) L27=L13-L3
28 (OCC) L28=L14-L3
29 (OCC) L29=L15-L3
30 (OCC) L30=L16+L18
31 (OCC) L31=L16+L19
32 (OCC) L32=L16+L20
33 (OCC) L33=L16+L21
34 (OCC) L34=L16+L22
35 (OCC) L35=L16+L23
36 (OCC) L36=L16+L24
37 (OCC) L37=L16+L25
38 (OCC) L38=L16+L26
39 (OCC) L39=L16+L27
40 (OCC) L40=L16+L28
41 (OCC) L41=L16+L29
42 (EXP) L42=L2-L16
43 (EXP) L43=L3-L17
 3
INPUT LISTING

PIPE DATA
-----------------------------------------------------------------------------
-----------------------------------------------------------------------------
From 10 To 20 DX= -64.000 mm.
PIPE
Dia= 168.275 mm. Wall= 14.275 mm. Insul= .000 mm. Cor= 3.0000 mm.
GENERAL
T1= 55 C T2= 27 C P1= 151.6000 Kg./sq.cm. P2= 120.0000 Kg./sq.cm.
PHyd= 227.0000 Kg./sq.cm. Mat= (106)A106 B E= 2,076,214 Kg /sq.cm.
EH1= 2,053,953 Kg /sq.cm. EH2= 2,071,574 Kg /sq.cm.
EH3= 2,076,214 Kg /sq.cm. EH4= 2,076,214 Kg /sq.cm.
EH5= 2,076,214 Kg /sq.cm. EH6= 2,076,214 Kg /sq.cm.
EH7= 2,076,214 Kg /sq.cm. EH8= 2,076,214 Kg /sq.cm.
EH9= 2,076,214 Kg /sq.cm. v = .292 Density= 7,833.4399 kg/cu.m.
Fluid=1009.0000000 kg/cu.m.
RIGID Weight= 742.06 N.
UNIFORM LOAD
GX1= .12 g's GY1= .00 g's GZ1= .00 g's GX2= .00 g's GY2= .06 g's
GZ2= .00 g's GX3= .00 g's GY3= .00 g's GZ3= .12 g's
WIND
Wind Shape= .500
ALLOWABLE STRESSES
B31.3 (2006) Cycle Max Switch = Sc= 1,406 Kg /sq.cm.
Sh1= 1,406 Kg /sq.cm. Sh2= 1,406 Kg /sq.cm. Sh3= 1,406 Kg /sq.cm.
Sh4= 1,406 Kg /sq.cm. Sh5= 1,406 Kg /sq.cm. Sh6= 1,406 Kg /sq.cm.
Sh7= 1,406 Kg /sq.cm. Sh8= 1,406 Kg /sq.cm. Sh9= 1,406 Kg /sq.cm.
Sy= 2,461 Kg /sq.cm.
FLANGES
Location= To Method= Peq Class/Grade= ASME-2003-900-1.1
G/C= 211.150 mm. T/P table ( 1)= 37.8 C -> 156.1 Kg./sq.cm.
( 2)= 93.3 C -> 143.1 Kg./sq.cm. ( 3)= 148.9 C -> 138.2 Kg./sq.cm.
( 4)= 204.5 C -> 133.6 Kg./sq.cm. ( 5)= 260.0 C -> 127.3 Kg./sq.cm.
( 6)= 315.6 C -> 119.9 Kg./sq.cm. ( 7)= 343.4 C -> 116.0 Kg./sq.cm.
( 8)= 371.1 C -> 111.8 Kg./sq.cm. ( 9)= 398.9 C -> 106.9 Kg./sq.cm.
(10)= 426.7 C -> 86.8 Kg./sq.cm. (11)= 454.5 C -> 67.1 Kg./sq.cm.
(12)= 482.3 C -> 48.5 Kg./sq.cm. (13)= 510.0 C -> 28.8 Kg./sq.cm.
(14)= 537.8 C -> 17.9 Kg./sq.cm.
-----------------------------------------------------------------------------
From 20 To 30 DX= -148.000 mm.
RIGID Weight= 490.00 N.
-----------------------------------------------------------------------------
From 30 To 35 DX= -343.000 mm.
RESTRAINTS
Node 35 +Y Mu = .30
Node 35 Guide Gap= 3.000 mm. Mu = .30
-----------------------------------------------------------------------------
From 35 To 40 DX= -298.000 mm.
SIF's & TEE's
Node 40 Welding Tee
-----------------------------------------------------------------------------
From 40 To 50 DY= 124.000 mm.
PIPE
Dia= 88.900 mm. Wall= 11.125 mm. Insul= .000 mm.
-----------------------------------------------------------------------------
From 50 To 60 DY= 110.000 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 60 To 70 DY= 384.000 mm.
RIGID Weight= 817.61 N.
 4
INPUT LISTING

FLANGES
Location= Both Method= Peq G/C= 123.830 mm.
-----------------------------------------------------------------------------
From 70 To 80 DY= 46.000 mm.
RIGID Weight= 205.80 N.
-----------------------------------------------------------------------------
From 40 To 90 DX= -488.000 mm.
PIPE
Dia= 168.275 mm. Wall= 14.275 mm. Insul= .000 mm.
SIF's & TEE's
Node 90 Welding Tee
-----------------------------------------------------------------------------
From 90 To 100 DY= 124.000 mm.
PIPE
Dia= 88.900 mm. Wall= 11.125 mm. Insul= .000 mm.
-----------------------------------------------------------------------------
From 100 To 110 DY= 110.000 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 110 To 120 DY= 384.000 mm.
RIGID Weight= 817.61 N.
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 120 To 130 DY= 46.000 mm.
RIGID Weight= 205.80 N.
-----------------------------------------------------------------------------
From 90 To 140 DX= -286.000 mm.
PIPE
Dia= 168.275 mm. Wall= 14.275 mm. Insul= .000 mm.
SIF's & TEE's
Node 140 Welding Tee
-----------------------------------------------------------------------------
From 140 To 150 DX= -286.000 mm.
SIF's & TEE's
Node 150 Welding Tee
-----------------------------------------------------------------------------
From 150 To 160 DX= -586.000 mm.
SIF's & TEE's
Node 160 Welding Tee
-----------------------------------------------------------------------------
From 160 To 170 DX= -343.000 mm.
RESTRAINTS
Node 170 +Y Mu = .30
-----------------------------------------------------------------------------
From 170 To 180 DX= -298.000 mm.
-----------------------------------------------------------------------------
From 180 To 190 DX= -149.225 mm.
RIGID Weight= 712.66 N.
-----------------------------------------------------------------------------
From 190 To 200 DX= -613.000 mm.
RIGID Weight= 3,253.60 N.
FLANGES
Location= Both Method= Peq Class/Grade= ASME-2003-900-1.1
G/C= 211.150 mm. T/P table ( 1)= 37.8 C -> 156.1 Kg./sq.cm.
( 2)= 93.3 C -> 143.1 Kg./sq.cm. ( 3)= 148.9 C -> 138.2 Kg./sq.cm.
( 4)= 204.5 C -> 133.6 Kg./sq.cm. ( 5)= 260.0 C -> 127.3 Kg./sq.cm.
( 6)= 315.6 C -> 119.9 Kg./sq.cm. ( 7)= 343.4 C -> 116.0 Kg./sq.cm.
( 8)= 371.1 C -> 111.8 Kg./sq.cm. ( 9)= 398.9 C -> 106.9 Kg./sq.cm.
 5
INPUT LISTING

(10)= 426.7 C -> 86.8 Kg./sq.cm. (11)= 454.5 C -> 67.1 Kg./sq.cm.
(12)= 482.3 C -> 48.5 Kg./sq.cm. (13)= 510.0 C -> 28.8 Kg./sq.cm.
(14)= 537.8 C -> 17.9 Kg./sq.cm.
-----------------------------------------------------------------------------
From 200 To 210 DX= -149.225 mm.
RIGID Weight= 712.66 N.
-----------------------------------------------------------------------------
From 210 To 220 DX= -497.000 mm.
RESTRAINTS
Node 220 +Y Mu = .30
Node 220 Guide Gap= 3.000 mm. Mu = .30
-----------------------------------------------------------------------------
From 220 To 230 DX= -199.000 mm.
-----------------------------------------------------------------------------
From 230 To 240 DX= -149.225 mm.
RIGID Weight= 712.66 N.
FLANGES
Location= To Method= Peq
-----------------------------------------------------------------------------
From 240 To 250 DX= -149.225 mm.
RIGID Weight= 493.73 N.
-----------------------------------------------------------------------------
From 250 To 260 DX= -424.000 mm.
-----------------------------------------------------------------------------
From 260 To 270 DX= -149.225 mm.
RIGID Weight= 712.66 N.
FLANGES
Location= To Method= Peq
-----------------------------------------------------------------------------
From 270 To 280 DX= -149.225 mm.
RIGID Weight= 490.00 N.
-----------------------------------------------------------------------------
From 280 To 290 DX= -463.000 mm.
RESTRAINTS
Node 290 +Y Mu = .30
-----------------------------------------------------------------------------
From 290 To 300 DX= -352.000 mm.
-----------------------------------------------------------------------------
From 300 To 310 DX= -149.225 mm.
RIGID Weight= 712.66 N.
-----------------------------------------------------------------------------
From 310 To 320 DX= -613.000 mm.
RIGID Weight= 3,253.60 N.
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 320 To 330 DX= -149.225 mm.
RIGID Weight= 712.66 N.
-----------------------------------------------------------------------------
From 330 To 340 DX= -143.000 mm.
SIF's & TEE's
Node 340 Welding Tee
-----------------------------------------------------------------------------
From 340 To 350 DX= -340.000 mm.
RESTRAINTS
Node 350 X Mu = .30
Node 350 Y Mu = .30
Node 350 Z Mu = .30
-----------------------------------------------------------------------------
 6
INPUT LISTING

From 140 To 1000 DY= 124.000 mm.

PIPE
Dia= 88.900 mm. Wall= 11.125 mm. Insul= .000 mm.
-----------------------------------------------------------------------------
From 1000 To 1010 DY= 1,721.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1009
Angle/Node @2= .00 1008
-----------------------------------------------------------------------------
From 1010 To 1020 DZ= -2,493.000 mm.
RESTRAINTS
Node 1020 +Y Mu = .30
-----------------------------------------------------------------------------
From 1020 To 1030 DZ= -369.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1029
Angle/Node @2= .00 1028
-----------------------------------------------------------------------------
From 1030 To 1040 DX= 1,156.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1039
Angle/Node @2= .00 1038
-----------------------------------------------------------------------------
From 1040 To 1050 DY= 785.000 mm.
SIF's & TEE's
Node 1050 Welding Tee
-----------------------------------------------------------------------------
From 1050 To 1060 DX= -441.000 mm.
RESTRAINTS
Node 1060 +Y Mu = .30
Node 1060 Guide Gap= 3.000 mm. Mu = .30
-----------------------------------------------------------------------------
From 1060 To 1070 DX= -142.875 mm.
-----------------------------------------------------------------------------
From 1070 To 1080 DX= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 1080 To 1090 DX= -384.000 mm.
RIGID Weight= 817.00 N.
FLANGES
Location= Both Method= Peq G/C= 123.830 mm.
-----------------------------------------------------------------------------
From 1090 To 1100 DX= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 1100 To 1110 DX= -86.000 mm.
SIF's & TEE's
Node 1110 Welding Tee
-----------------------------------------------------------------------------
From 1050 To 1120 DY= 86.000 mm.
-----------------------------------------------------------------------------
From 1120 To 1130 DY= 111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 1130 To 1140 DY= 384.000 mm.
RIGID Weight= 817.61 N.
FLANGES
Location= Both Method= Peq G/C= 123.830 mm.
-----------------------------------------------------------------------------
 7
INPUT LISTING

From 1140 To 1150 DY= 111.125 mm.

RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 1150 To 1160 DY= 114.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1159
-----------------------------------------------------------------------------
From 1160 To 1170 DX= -114.000 mm.
-----------------------------------------------------------------------------
From 1170 To 1180 DX= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 1180 To 1190 DX= -383.000 mm.
RIGID Weight= 559.17 N.
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 1190 To 1200 DX= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 1200 To 1210 DX= -237.000 mm.
RESTRAINTS
Node 1210 +Y Mu = .30
-----------------------------------------------------------------------------
From 1210 To 1220 DX= -320.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1219
Angle/Node @2= .00 1218
-----------------------------------------------------------------------------
From 1220 To 1230 DY= -114.000 mm.
-----------------------------------------------------------------------------
From 1230 To 1240 DY= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 1240 To 1250 DY= -384.000 mm.
RIGID Weight= 817.61 N.
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 1250 To 1260 DY= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 1260 To 1110 DY= -86.000 mm.
-----------------------------------------------------------------------------
From 1110 To 1280 DX= -346.000 mm.
RESTRAINTS
Node 1280 +Y Mu = .30
-----------------------------------------------------------------------------
From 1280 To 1290 DX= -299.000 mm.
SIF's & TEE's
Node 1290 Welding Tee
-----------------------------------------------------------------------------
From 1290 To 1295 DX= -86.000 mm.
-----------------------------------------------------------------------------
From 1295 To 1298 DX= -400.000 mm.
RESTRAINTS
Node 1298 +Y Mu = .30
-----------------------------------------------------------------------------
From 1298 To 1300 DX= -400.000 mm.
 8
INPUT LISTING

-----------------------------------------------------------------------------
From 1300 To 1310 DX= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 1310 To 1320 DX= -384.000 mm.
RIGID Weight= 817.61 N.
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 1320 To 1330 DX= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 1330 To 1340 DX= -984.000 mm.
-----------------------------------------------------------------------------
From 1340 To 1350 DX= -86.000 mm.
SIF's & TEE's
Node 1350 Welding Tee
-----------------------------------------------------------------------------
From 1290 To 1360 DY= 86.000 mm.
-----------------------------------------------------------------------------
From 1360 To 1370 DY= 111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 1370 To 1380 DY= 384.000 mm.
RIGID Weight= 817.61 N.
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 1380 To 1390 DY= 111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 1390 To 1395 DY= 114.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1394
-----------------------------------------------------------------------------
From 1395 To 1400 DX= -313.000 mm.
-----------------------------------------------------------------------------
From 1400 To 1405 DX= -111.125 mm.
RIGID Weight= 146.78 N.
FLANGES
Location= To Method= Peq
-----------------------------------------------------------------------------
From 1405 To 1410 DX= -111.125 mm.
RIGID Weight= 146.78 N.
-----------------------------------------------------------------------------
From 1410 To 1415 DX= -192.000 mm.
RESTRAINTS
Node 1415 +Y Mu = .30
-----------------------------------------------------------------------------
From 1415 To 1420 DX= -1,042.000 mm.
-----------------------------------------------------------------------------
From 1420 To 1430 DX= -111.125 mm.
RIGID Weight= 215.60 N.
FLANGES
Location= To Method= Peq
-----------------------------------------------------------------------------
From 1430 To 1440 DX= -111.125 mm.
RIGID Weight= 146.78 N.
-----------------------------------------------------------------------------
 9
INPUT LISTING

From 1440 To 1450 DX= -564.000 mm.

BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1449
Angle/Node @2= .00 1448
-----------------------------------------------------------------------------
From 1450 To 1460 DY= -114.000 mm.
-----------------------------------------------------------------------------
From 1460 To 1470 DY= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 1470 To 1480 DY= -384.000 mm.
RIGID Weight= 817.61 N.
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 1480 To 1490 DY= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 1490 To 1350 DY= -86.000 mm.
-----------------------------------------------------------------------------
From 1350 To 1510 DX= -236.000 mm.
RESTRAINTS
Node 1510 +Y Mu = .30
Node 1510 Guide Gap= 3.000 mm. Mu = .30
-----------------------------------------------------------------------------
From 1510 To 1520 DX= -150.000 mm.
-----------------------------------------------------------------------------
From 1520 To 1530 DX= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 1530 To 1540 DX= -384.000 mm.
PIPE
Dia= 88.900 mm. Wall= 15.240 mm. Insul= .000 mm. Cor= 6.0000 mm.
RIGID Weight= 784.80 N.
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 1540 To 1550 DX= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 1550 To 1560 DX= -114.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1559
-----------------------------------------------------------------------------
From 1560 To 1570 DY= -679.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1569
Angle/Node @2= .00 1568
-----------------------------------------------------------------------------
From 1570 To 1580 DX= -2,122.000 mm.
RESTRAINTS
Node 1580 +Y Mu = .30
Node 1580 Guide Gap= 3.000 mm. Mu = .30
-----------------------------------------------------------------------------
From 1580 To 1590 DX= -345.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1589
Angle/Node @2= .00 1588
-----------------------------------------------------------------------------
 10
INPUT LISTING

From 1590 To 1600 DY= -901.000 mm.

-----------------------------------------------------------------------------
From 1600 To 1610 DY= -2,341.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1609
Angle/Node @2= .00 1608
-----------------------------------------------------------------------------
From 1610 To 1620 DX= -911.000 mm.
RESTRAINTS
Node 1620 +Y Mu = .30
-----------------------------------------------------------------------------
From 1620 To 1640 DX= -4,013.000 mm.
RESTRAINTS
Node 1640 +Y Mu = .30
Node 1640 Guide Gap= 3.000 mm. Mu = .30
-----------------------------------------------------------------------------
From 1640 To 1645 DX= -3,547.000 mm.
RESTRAINTS
Node 1645 +Y Mu = .30
-----------------------------------------------------------------------------
From 1645 To 1650 DX= -1,813.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1649
Angle/Node @2= .00 1648
-----------------------------------------------------------------------------
From 1650 To 1655 DY= -211.000 mm. DZ= -211.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 45.000 Angle/Node @1= 22.50 1654
Angle/Node @2= .00 1653
-----------------------------------------------------------------------------
From 1655 To 1660 DZ= -408.000 mm.
RESTRAINTS
Node 1660 +Y Mu = .30
-----------------------------------------------------------------------------
From 1660 To 1665 DZ= -1,704.000 mm.
RESTRAINTS
Node 1665 Y Mu = .30
-----------------------------------------------------------------------------
From 1665 To 1670 DZ= -2,580.000 mm.
RESTRAINTS
Node 1670 +Y Mu = .30
-----------------------------------------------------------------------------
From 1670 To 1680 DZ= -995.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1679
Angle/Node @2= .00 1678
-----------------------------------------------------------------------------
From 1680 To 1690 DY= 611.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1689
Angle/Node @2= .00 1688
-----------------------------------------------------------------------------
From 1690 To 1700 DX= -865.000 mm.
RESTRAINTS
Node 1700 +Y Mu = .30
-----------------------------------------------------------------------------
From 1700 To 1710 DX= -237.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1709
 11
INPUT LISTING

Angle/Node @2= .00 1708

-----------------------------------------------------------------------------
From 1710 To 1715 DZ= -705.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1719
Angle/Node @2= .00 1718
-----------------------------------------------------------------------------
From 1715 To 1720 DY= 276.000 mm.
RESTRAINTS
Node 1720 Guide Gap= 3.000 mm.
-----------------------------------------------------------------------------
From 1720 To 1740 DY= 236.875 mm.
-----------------------------------------------------------------------------
From 1740 To 1745 DY= 111.125 mm.
RIGID Weight= 215.60 N.
FLANGES
Location= To Method= Peq
-----------------------------------------------------------------------------
From 1745 To 1750 DY= 35.000 mm.
RIGID Weight= 58.80 N.
-----------------------------------------------------------------------------
From 1750 To 1760 DY= 384.000 mm.
RIGID Weight= 817.61 N.
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 1760 To 1770 DY= 111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 1770 To 1780 DY= 1,005.875 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1779
Angle/Node @2= .00 1778
-----------------------------------------------------------------------------
From 1780 To 1790 DZ= -329.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1789
Angle/Node @2= .00 1788
-----------------------------------------------------------------------------
From 1790 To 1800 DY= 2,390.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1799
Angle/Node @2= .00 1798
-----------------------------------------------------------------------------
From 1800 To 1810 DZ= -451.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 1809
Angle/Node @2= .00 1808
-----------------------------------------------------------------------------
From 1810 To 1820 DX= -115.000 mm.
-----------------------------------------------------------------------------
From 1820 To 1850 DX= -125.000 mm.
RIGID Weight= 300.00 N.
DISPLACEMENTS
Node 1850 DX1= .000 mm. DY1= 75.000 mm. DZ1= .000 mm. RX1= .000
RY1= .000 RZ1= .000
FLANGES
Location= To Method= Peq Class/Grade= ASME-2003-2500-1.1
T/P table ( 1)= 37.8 C -> 433.8 Kg./sq.cm. ( 2)= 93.3 C
 12
INPUT LISTING

-> 397.6 Kg./sq.cm. ( 3)= 148.9 C -> 383.2 Kg./sq.cm. ( 4)= 204.5 C
-> 371.2 Kg./sq.cm. ( 5)= 260.0 C -> 353.3 Kg./sq.cm. ( 6)= 315.6 C
-> 332.6 Kg./sq.cm. ( 7)= 343.4 C -> 321.7 Kg./sq.cm. ( 8)= 371.1 C
-> 311.1 Kg./sq.cm. ( 9)= 398.9 C -> 297.4 Kg./sq.cm. (10)= 426.7 C
-> 241.2 Kg./sq.cm. (11)= 454.5 C -> 186.7 Kg./sq.cm. (12)= 482.3 C
-> 134.6 Kg./sq.cm. (13)= 510.0 C -> 80.5 Kg./sq.cm. (14)= 537.8 C
-> 50.3 Kg./sq.cm.
-----------------------------------------------------------------------------
From 150 To 2000 DY= 124.000 mm.
PIPE
Dia= 88.900 mm. Wall= 11.125 mm. Insul= .000 mm. Cor= 3.0000 mm.
-----------------------------------------------------------------------------
From 2000 To 2010 DY= 1,721.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2009
Angle/Node @2= .00 2008
-----------------------------------------------------------------------------
From 2010 To 2020 DZ= -2,493.000 mm.
RESTRAINTS
Node 2020 +Y Mu = .30
-----------------------------------------------------------------------------
From 2020 To 2030 DZ= -749.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2029
Angle/Node @2= .00 2028
-----------------------------------------------------------------------------
From 2030 To 2040 DX= 1,442.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2039
Angle/Node @2= .00 2038
-----------------------------------------------------------------------------
From 2040 To 2050 DY= 785.000 mm.
SIF's & TEE's
Node 2050 Welding Tee
-----------------------------------------------------------------------------
From 2050 To 2060 DX= -440.000 mm.
RESTRAINTS
Node 2060 +Y Mu = .30
Node 2060 Guide Gap= 3.000 mm. Mu = .30
-----------------------------------------------------------------------------
From 2060 To 2070 DX= -144.000 mm.
-----------------------------------------------------------------------------
From 2070 To 2080 DX= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 2080 To 2090 DX= -384.000 mm.
RIGID Weight= 817.61 N.
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 2090 To 2100 DX= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 2100 To 2110 DX= -86.000 mm.
SIF's & TEE's
Node 2110 Welding Tee
-----------------------------------------------------------------------------
From 2050 To 2120 DY= 86.000 mm.
-----------------------------------------------------------------------------
 13
INPUT LISTING

From 2120 To 2130 DY= 111.125 mm.

RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 2130 To 2140 DY= 384.000 mm.
RIGID Weight= 817.61 N.
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 2140 To 2150 DY= 111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 2150 To 2160 DY= 114.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2159
-----------------------------------------------------------------------------
From 2160 To 2170 DX= -114.000 mm.
-----------------------------------------------------------------------------
From 2170 To 2180 DX= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 2180 To 2190 DX= -383.000 mm.
RIGID Weight= 559.17 N.
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 2190 To 2200 DX= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 2200 To 2210 DX= -237.000 mm.
RESTRAINTS
Node 2210 +Y Mu = .30
-----------------------------------------------------------------------------
From 2210 To 2220 DX= -320.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2219
Angle/Node @2= .00 2218
-----------------------------------------------------------------------------
From 2220 To 2230 DY= -114.000 mm.
-----------------------------------------------------------------------------
From 2230 To 2240 DY= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 2240 To 2250 DY= -384.000 mm.
RIGID Weight= 817.61 N.
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 2250 To 2260 DY= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 2260 To 2110 DY= -86.000 mm.
-----------------------------------------------------------------------------
From 2110 To 2280 DX= -345.000 mm.
RESTRAINTS
Node 2280 +Y Mu = .30
-----------------------------------------------------------------------------
From 2280 To 2290 DX= -300.000 mm.
SIF's & TEE's
Node 2290 Welding Tee
 14
INPUT LISTING

-----------------------------------------------------------------------------
From 2290 To 2295 DX= -86.000 mm.
-----------------------------------------------------------------------------
From 2295 To 2298 DX= -400.000 mm.
RESTRAINTS
Node 2298 +Y Mu = .30
-----------------------------------------------------------------------------
From 2298 To 2300 DX= -400.000 mm.
-----------------------------------------------------------------------------
From 2300 To 2310 DX= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 2310 To 2320 DX= -384.000 mm.
RIGID Weight= 817.61 N.
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 2320 To 2330 DX= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 2330 To 2340 DX= -784.000 mm.
-----------------------------------------------------------------------------
From 2340 To 2350 DX= -85.000 mm.
SIF's & TEE's
Node 2350 Welding Tee
-----------------------------------------------------------------------------
From 2290 To 2360 DY= 86.000 mm.
-----------------------------------------------------------------------------
From 2360 To 2370 DY= 111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 2370 To 2380 DY= 384.000 mm.
RIGID Weight= 817.61 N.
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 2380 To 2390 DY= 111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 2390 To 2400 DY= 114.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2399
-----------------------------------------------------------------------------
From 2400 To 2405 DX= -313.000 mm.
-----------------------------------------------------------------------------
From 2405 To 2410 DX= -111.125 mm.
RIGID Weight= 146.78 N.
FLANGES
Location= To Method= Peq
-----------------------------------------------------------------------------
From 2410 To 2415 DX= -111.125 mm.
RIGID Weight= 146.78 N.
-----------------------------------------------------------------------------
From 2415 To 2420 DX= -192.000 mm.
RESTRAINTS
Node 2420 +Y Mu = .30
-----------------------------------------------------------------------------
From 2420 To 2430 DX= -842.000 mm.
-----------------------------------------------------------------------------
 15
INPUT LISTING

From 2430 To 2440 DX= -111.125 mm.

RIGID Weight= 215.60 N.
FLANGES
Location= To Method= Peq
-----------------------------------------------------------------------------
From 2440 To 2450 DX= -111.125 mm.
RIGID Weight= 146.78 N.
-----------------------------------------------------------------------------
From 2450 To 2460 DX= -565.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2459
Angle/Node @2= .00 2458
-----------------------------------------------------------------------------
From 2460 To 2470 DY= -114.000 mm.
-----------------------------------------------------------------------------
From 2470 To 2480 DY= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 2480 To 2490 DY= -384.000 mm.
RIGID Weight= 817.61 N.
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 2490 To 2500 DY= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 2500 To 2350 DY= -86.000 mm.
-----------------------------------------------------------------------------
From 2350 To 2520 DX= -435.000 mm.
RESTRAINTS
Node 2520 +Y Mu = .30
Node 2520 Guide Gap= 3.000 mm. Mu = .30
-----------------------------------------------------------------------------
From 2520 To 2530 DX= -148.875 mm.
-----------------------------------------------------------------------------
From 2530 To 2540 DX= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 2540 To 2550 DX= -384.000 mm.
PIPE
Dia= 88.900 mm. Wall= 15.240 mm. Insul= .000 mm. Cor= 6.0000 mm.
RIGID Weight= 784.80 N.
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 2550 To 2560 DX= -111.125 mm.
RIGID Weight= 215.60 N.
-----------------------------------------------------------------------------
From 2560 To 2570 DX= -114.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2569
-----------------------------------------------------------------------------
From 2570 To 2580 DY= -679.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2579
Angle/Node @2= .00 2578
-----------------------------------------------------------------------------
From 2580 To 2590 DX= -2,122.000 mm.
RESTRAINTS
 16
INPUT LISTING

Node 2590 +Y Mu = .30

Node 2590 Guide Gap= 3.000 mm. Mu = .30
-----------------------------------------------------------------------------
From 2590 To 2600 DX= -345.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2599
Angle/Node @2= .00 2598
-----------------------------------------------------------------------------
From 2600 To 2610 DY= -117.000 mm. DZ= 117.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 45.000 Angle/Node @1= 22.50 2609
-----------------------------------------------------------------------------
From 2610 To 2620 DY= -784.000 mm.
-----------------------------------------------------------------------------
From 2620 To 2630 DY= -2,341.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2629
Angle/Node @2= .00 2628
-----------------------------------------------------------------------------
From 2630 To 2635 DX= -911.000 mm.
RESTRAINTS
Node 2635 +Y Mu = .30
-----------------------------------------------------------------------------
From 2635 To 2650 DX= -4,027.000 mm.
RESTRAINTS
Node 2650 +Y Mu = .30
Node 2650 Guide Gap= 3.000 mm. Mu = .30
-----------------------------------------------------------------------------
From 2650 To 2660 DX= -3,533.000 mm.
RESTRAINTS
Node 2660 +Y Mu = .30
-----------------------------------------------------------------------------
From 2660 To 2665 DX= -1,583.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2669
Angle/Node @2= .00 2668
-----------------------------------------------------------------------------
From 2665 To 2670 DY= -208.000 mm. DZ= -208.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 45.000 Angle/Node @1= 22.50 2671
Angle/Node @2= .00 2672
-----------------------------------------------------------------------------
From 2670 To 2675 DZ= -148.000 mm.
RESTRAINTS
Node 2675 +Y Mu = .30
-----------------------------------------------------------------------------
From 2675 To 2680 DZ= -1,705.000 mm.
RESTRAINTS
Node 2680 +Y Mu = .30
-----------------------------------------------------------------------------
From 2680 To 2690 DZ= -2,680.000 mm.
RESTRAINTS
Node 2690 Y Mu = .30
-----------------------------------------------------------------------------
From 2690 To 2695 DZ= -1,675.000 mm.
RESTRAINTS
Node 2695 +Y Mu = .30
-----------------------------------------------------------------------------
From 2695 To 2700 DZ= -242.000 mm.
 17
INPUT LISTING

BEND at "TO" end

Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2699
Angle/Node @2= .00 2698
-----------------------------------------------------------------------------
From 2700 To 2710 DX= -1,329.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2709
Angle/Node @2= .00 2708
-----------------------------------------------------------------------------
From 2710 To 2715 DZ= -462.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2714
Angle/Node @2= .00 2713
-----------------------------------------------------------------------------
From 2715 To 2720 DY= 922.000 mm.
RESTRAINTS
Node 2720 Guide Gap= 3.000 mm.
-----------------------------------------------------------------------------
From 2720 To 2730 DY= 199.000 mm.
-----------------------------------------------------------------------------
From 2730 To 2740 DY= 111.125 mm.
RIGID Weight= 146.78 N.
FLANGES
Location= To Method= Peq
-----------------------------------------------------------------------------
From 2740 To 2750 DY= 35.000 mm.
RIGID Weight= 58.80 N.
-----------------------------------------------------------------------------
From 2750 To 2760 DY= 384.000 mm.
RIGID Weight= 817.61 N.
FLANGES
Location= Both Method= Peq
-----------------------------------------------------------------------------
From 2760 To 2770 DY= 111.125 mm.
RIGID Weight= 146.78 N.
-----------------------------------------------------------------------------
From 2770 To 2780 DY= 1,006.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2779
Angle/Node @2= .00 2778
-----------------------------------------------------------------------------
From 2780 To 2790 DX= -464.000 mm. DZ= -804.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2789
Angle/Node @2= .00 2788
-----------------------------------------------------------------------------
From 2790 To 2800 DY= 1,540.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2799
Angle/Node @2= .00 2798
-----------------------------------------------------------------------------
From 2800 To 2810 DX= -329.000 mm.
BEND at "TO" end
Radius= 114.300 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 2809
Angle/Node @2= .00 2808
-----------------------------------------------------------------------------
From 2810 To 2820 DZ= 215.000 mm.
-----------------------------------------------------------------------------
From 2820 To 2850 DZ= 125.000 mm.
 18
INPUT LISTING

RIGID Weight= 300.00 N.

DISPLACEMENTS
Node 2850 DX1= .000 mm. DY1= 75.000 mm. DZ1= .000 mm. RX1= .000
RY1= .000 RZ1= .000
FLANGES
Location= To Method= Peq Class/Grade= ASME-2003-2500-1.1
T/P table ( 1)= 37.8 C -> 433.8 Kg./sq.cm. ( 2)= 93.3 C
-> 397.6 Kg./sq.cm. ( 3)= 148.9 C -> 383.2 Kg./sq.cm. ( 4)= 204.5 C
-> 371.2 Kg./sq.cm. ( 5)= 260.0 C -> 353.3 Kg./sq.cm. ( 6)= 315.6 C
-> 332.6 Kg./sq.cm. ( 7)= 343.4 C -> 321.7 Kg./sq.cm. ( 8)= 371.1 C
-> 311.1 Kg./sq.cm. ( 9)= 398.9 C -> 297.4 Kg./sq.cm. (10)= 426.7 C
-> 241.2 Kg./sq.cm. (11)= 454.5 C -> 186.7 Kg./sq.cm. (12)= 482.3 C
-> 134.6 Kg./sq.cm. (13)= 510.0 C -> 80.5 Kg./sq.cm. (14)= 537.8 C
-> 50.3 Kg./sq.cm.
-----------------------------------------------------------------------------
From 160 To 3000 DY= 143.000 mm.
PIPE
Dia= 168.275 mm. Wall= 14.275 mm. Insul= .000 mm. Cor= 3.0000 mm.
-----------------------------------------------------------------------------
From 3000 To 3010 DY= 1,692.000 mm.
BEND at "TO" end
Radius= 228.600 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 3009
Angle/Node @2= .00 3008
-----------------------------------------------------------------------------
From 3010 To 3020 DX= -1,653.000 mm.
RESTRAINTS
Node 3020 +Y Mu = .30
-----------------------------------------------------------------------------
From 3020 To 3040 DX= -3,494.000 mm.
BEND at "TO" end
Radius= 228.600 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 3039
Angle/Node @2= .00 3038
-----------------------------------------------------------------------------
From 3040 To 3060 DY= -575.775 mm.
-----------------------------------------------------------------------------
From 3060 To 3070 DY= -149.225 mm.
RIGID Weight= 712.66 N.
-----------------------------------------------------------------------------
From 3070 To 3080 DY= -613.000 mm.
RIGID Weight= 3,204.60 N.
FLANGES
Location= Both Method= Peq G/C= 211.150 mm.
-----------------------------------------------------------------------------
From 3080 To 3090 DY= -149.225 mm.
RIGID Weight= 712.66 N.
-----------------------------------------------------------------------------
From 3090 To 340 DY= -347.775 mm.

UNIFORM LOAD Changes

10 20

X1 Dir = .12 g's Y1 Dir = .00 g's

Z1 Dir = .00 g's
X2 Dir = .00 g's Y2 Dir = .06 g's
Z2 Dir = .00 g's
X3 Dir = .00 g's Y3 Dir = .00 g's
 19
INPUT LISTING

Z3 Dir = .12 g's

WIND/WAVE
10 20 WIND Wind Shape= .500

INPUT UNITS USED...

UNITS= MHNRD NOM/SCH INPUT= ON

LENGTH inches x 25.400 = mm.
FORCE pounds x 4.448 = N.
MASS(dynamics) pounds x 0.454 = kg.
MOMENTS(INPUT) inch-pounds x 0.113 = N.m.
MOMENTS(OUTPUT) inch-pounds x 0.113 = N.m.
STRESS lbs./sq.in. x 0.070 = Kg /sq.cm.
TEMP. SCALE degrees F. x 0.556 = C
PRESSURE psig x 0.070 = Kg./sq.cm.
ELASTIC MODULUS lbs./sq.in. x 0.070 = Kg /sq.cm.
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 0.113 = N.m./deg
UNIFORM LOAD lb./in. x 0.175 = N./mm.
G LOAD g's x 1.000 = g's
WIND LOAD lbs./sq.in. x 0.070 = Kg /sq.cm.
ELEVATION inches x 0.025 = m.
COMPOUND LENGTH inches x 25.400 = mm.
DIAMETER inches x 25.400 = mm.
WALL THICKNESS inches x 25.400 = mm.

SETUP FILE PARAMETERS

------------------------------------------------------------------------------
CONNECT GEOMETRY THRU CNODES = YES
MIN ALLOWED BEND ANGLE = 5.00000
MAX ALLOWED BEND ANGLE = 95.0000
BEND LENGTH ATTACHMENT PERCENT = 1.00000
MIN ANGLE TO ADJACENT BEND PT = 5.00000
LOOP CLOSURE TOLERANCE = 25.4000 mm.
THERMAL BOWING HORZ TOLERANCE = 0.100000E-03
AUTO NODE NUMBER INCREMENT= 10.0000
Z AXIS UP= NO
USE PRESSURE STIFFENING = DEFAULT
ALPHA TOLERANCE = 0.500000E-01
RESLD-FORCE = NO
HGR DEF RESWGT STIF = 0.175120E+12 N./mm.
DECOMP SNG TOL = 0.100000E+11
BEND AXIAL SHAPE = YES
FRICT STIF = 175120. N./mm.
FRICT NORM FORCE VAR = 0.150000
FRICT ANGLE VAR = 15.0000
FRICT SLIDE MULT = 1.00000
ROD TOLERANCE = 1.00000
ROD INC = 2.00000
INCORE NUMERICAL CHECK = NO
OUTCORE NUMERICAL CHECK = NO
DEFAULT TRANS RESTRAINT STIFF= 0.175120E+12 N./mm.
DEFAULT ROT RESTRAINT STIFF= 0.112980E+12 N.m./deg
 20
INPUT LISTING

IGNORE SPRING HANGER STIFFNESS = NO

MISSING MASS ZPA = EXTRACTED
MIN WALL MILL TOLERANCE = 12.5000
WRC-107 VERSION = MAR 79 1B1/2B1
WRC-107 INTERPOLATION = LAST VALUE
DEFAULT AMBIENT TEMPERATURE= 21.1142 C
BOURDON PRESSURE= NONE
COEFFICIENT OF FRICTION (MU) = 0.000000
INCLUDE SPRG STIF IN HGR OPE = NO
INCLUDE INSULATION IN HYDROTEST = NO
REDUCED INTERSECTION = B31.1(POST1980)
USE WRC329 NO
NO REDUCED SIF FOR RFT AND WLT NO
B31.1 REDUCED Z FIX = YES
CLASS 1 BRANCH FLEX NO
ALL STRESS CASES CORRODED = NO
ADD TORSION IN SL STRESS = DEFAULT
ADD F/A IN STRESS = DEFAULT
OCCASIONAL LOAD FACTOR = 0.000000
DEFAULT CODE = B31.3
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 NO
PRESSURE VARIATION IN EXP CASE= DEFAULT
IMPLEMENT B313 APP-P NO
IMPLEMENT B313 CODE CASE 178 NO
IGNORE B31.3 Wc FACTOR= NO
USE FRP SIF = YES
USE FRP FLEX = YES
BS 7159 Pressure Stiffening= Design Strain
FRP Property Data File= CAESAR.FRP
FRP Emod (axial) = 224982. Kg /sq.cm.
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 ........ 16.000 C
Plastic (FRP) Alpha ........ 21.598
Plastic (FRP) GMOD/EMODa ... .250
 21
INPUT LISTING

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 29186.0000 17515.0000 10245.0000
20 29122.0000 17515.0000 10245.0000
30 28974.0000 17515.0000 10245.0000
35 28631.0000 17515.0000 10245.0000
40 28333.0000 17515.0000 10245.0000
50 28333.0000 17639.0000 10245.0000
60 28333.0000 17749.0000 10245.0000
70 28333.0000 18133.0000 10245.0000
80 28333.0000 18179.0000 10245.0000
40 28333.0000 17515.0000 10245.0000
90 27845.0000 17515.0000 10245.0000
100 27845.0000 17639.0000 10245.0000
110 27845.0000 17749.0000 10245.0000
120 27845.0000 18133.0000 10245.0000
130 27845.0000 18179.0000 10245.0000
90 27845.0000 17515.0000 10245.0000
140 27559.0000 17515.0000 10245.0000
150 27273.0000 17515.0000 10245.0000
160 26687.0000 17515.0000 10245.0000
170 26344.0000 17515.0000 10245.0000
180 26046.0000 17515.0000 10245.0000
190 25896.7754 17515.0000 10245.0000
200 25283.7754 17515.0000 10245.0000
210 25134.5508 17515.0000 10245.0000
220 24637.5508 17515.0000 10245.0000
230 24438.5508 17515.0000 10245.0000
240 24289.3262 17515.0000 10245.0000
250 24140.1016 17515.0000 10245.0000
260 23716.1016 17515.0000 10245.0000
270 23566.8770 17515.0000 10245.0000
280 23417.6523 17515.0000 10245.0000
290 22954.6523 17515.0000 10245.0000
300 22602.6523 17515.0000 10245.0000
310 22453.4277 17515.0000 10245.0000
320 21840.4277 17515.0000 10245.0000
330 21691.2031 17515.0000 10245.0000
340 21548.2031 17515.0000 10245.0000
350 21208.2031 17515.0000 10245.0000
140 27559.0000 17515.0000 10245.0000
1000 27559.0000 17639.0000 10245.0000
1010 27559.0000 19360.0000 10245.0000
1020 27559.0000 19360.0000 7752.0000
1030 27559.0000 19360.0000 7383.0000
1040 28715.0000 19360.0000 7383.0000
1050 28715.0000 20145.0000 7383.0000
1060 28274.0000 20145.0000 7383.0000
1070 28131.1250 20145.0000 7383.0000
1080 28020.0000 20145.0000 7383.0000
 22
INPUT LISTING

1090 27636.0000 20145.0000 7383.0000

1100 27524.8750 20145.0000 7383.0000
1110 27438.8750 20145.0000 7383.0000
1050 28715.0000 20145.0000 7383.0000
1120 28715.0000 20231.0000 7383.0000
1130 28715.0000 20342.1250 7383.0000
1140 28715.0000 20726.1250 7383.0000
1150 28715.0000 20837.2500 7383.0000
1160 28715.0000 20951.2500 7383.0000
1170 28601.0000 20951.2500 7383.0000
1180 28489.8750 20951.2500 7383.0000
1190 28106.8750 20951.2500 7383.0000
1200 27995.7500 20951.2500 7383.0000
1210 27758.7500 20951.2500 7383.0000
1220 27438.7500 20951.2500 7383.0000
1230 27438.7500 20837.2500 7383.0000
1240 27438.7500 20726.1250 7383.0000
1250 27438.7500 20342.1250 7383.0000
1260 27438.7500 20231.0000 7383.0000
1260 27438.8750 20231.0000 7383.0000
1110 27438.8750 20145.0000 7383.0000
1280 27092.8750 20145.0000 7383.0000
1290 26793.8750 20145.0000 7383.0000
1295 26707.8750 20145.0000 7383.0000
1298 26307.8750 20145.0000 7383.0000
1300 25907.8750 20145.0000 7383.0000
1310 25796.7500 20145.0000 7383.0000
1320 25412.7500 20145.0000 7383.0000
1330 25301.6250 20145.0000 7383.0000
1340 24317.6250 20145.0000 7383.0000
1350 24231.6250 20145.0000 7383.0000
1290 26793.8750 20145.0000 7383.0000
1360 26793.8750 20231.0000 7383.0000
1370 26793.8750 20342.1250 7383.0000
1380 26793.8750 20726.1250 7383.0000
1390 26793.8750 20837.2500 7383.0000
1395 26793.8750 20951.2500 7383.0000
1400 26480.8750 20951.2500 7383.0000
1405 26369.7500 20951.2500 7383.0000
1410 26258.6250 20951.2500 7383.0000
1415 26066.6250 20951.2500 7383.0000
1420 25024.6250 20951.2500 7383.0000
1430 24913.5000 20951.2500 7383.0000
1440 24802.3750 20951.2500 7383.0000
1450 24238.3750 20951.2500 7383.0000
1460 24238.3750 20837.2500 7383.0000
1470 24238.3750 20726.1250 7383.0000
1480 24238.3750 20342.1250 7383.0000
1490 24238.3750 20231.0000 7383.0000
1490 24231.6250 20231.0000 7383.0000
1350 24231.6250 20145.0000 7383.0000
1510 23995.6250 20145.0000 7383.0000
1520 23845.6250 20145.0000 7383.0000
1530 23734.5000 20145.0000 7383.0000
1540 23350.5000 20145.0000 7383.0000
1550 23239.3750 20145.0000 7383.0000
1560 23125.3750 20145.0000 7383.0000
1570 23125.3750 19466.0000 7383.0000
1580 21003.3750 19466.0000 7383.0000
 23
INPUT LISTING

1590 20658.3750 19466.0000 7383.0000

1600 20658.3750 18565.0000 7383.0000
1610 20658.3750 16224.0000 7383.0000
1620 19747.3750 16224.0000 7383.0000
1640 15734.3750 16224.0000 7383.0000
1645 12187.3750 16224.0000 7383.0000
1650 10374.3750 16224.0000 7383.0000
1655 10374.3750 16013.0000 7172.0000
1660 10374.3750 16013.0000 6764.0000
1665 10374.3750 16013.0000 5060.0000
1670 10374.3750 16013.0000 2480.0000
1680 10374.3750 16013.0000 1485.0000
1690 10374.3750 16624.0000 1485.0000
1700 9509.3750 16624.0000 1485.0000
1710 9272.3750 16624.0000 1485.0000
1715 9272.3750 16624.0000 780.0000
1720 9272.3750 16900.0000 780.0000
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