Analysis Options Code : Piping code = B31.1 (2001)
Include axial force in stress calculations Use liberal allowable stresses
Temperature : Reference temperature = 21 (C) Number of thermal cycles = 7000 Number of thermal loads = 1 Solve thermal case
Use modulus at reference temperature Pressure : Pressure stress = PD / 4t
Peak pressure factor = 1.00 Include Bourdon effect
Use pressure correction for bends Dynamics : Cut off frequency = 33 Hz
Number of modes = 20
Include missing mass correction Do not use friction in dynamic analysis Misc. : Include hanger stiffness
Vertical direction = Y
Layout (106)
# Node Type DX (mm) DY (mm) DZ (mm) Matl Sect Load Data 1 Title = Linea de Vapor Sobrecalentado
2 10 From Limit stop
3 10 Location Limit stop
4 10 Location Limit stop
5 20 874 1 12 2 Flange
6 21 Valve 714 1 12 2 Flange
7 22 Bend 781 1 12 2
8 22A Location Limit stop
9 22A Location Limit stop
10 23 Bend -1325 1 12 2
11 30 -500 1 12 2
12 40 -500 1 12 2
13 190 -500 1 12 2
14 200 -650 1 12 2 Limit stop
15 200 Location Limit stop
16 210 -1100 1 12 2 17 220 Reducer -203 1 10 2 18 230 -486 1 10 2 Flange 19 240 Valve -622 1 10 2 Flange 20 250 -486 1 10 1 21 260 Reducer -203 1 12 1 22 261 -1302 1 12 1 23 270 -500 1 12 1 Limit stop
24 270 Location Limit stop
25 280 Bend -1181 1 12 1
26 281 1325 1 12 1
27 190 From
Layout (106)
# Node Type DX (mm) DY (mm) DZ (mm) Matl Sect Load Data
29 192 -650 1 12 1 Limit stop
30 192 Location Limit stop
31 193 -397 1 12 1 Flange 32 194 Valve -505 1 12 1 Flange 33 195 -323 1 12 1 34 196 Reducer -203 1 8 1 35 900 -423 1 8 1 Flange 36 901 Valve -497 1 8 1 Flange 37 902 -423 1 8 1 38 903 Reducer -203 1 12 1 39 904 -323 1 12 1 Flange 40 905 Valve -505 1 12 1 Flange 41 1001 -600 1 12 1 42 906 -500 1 12 1 Limit stop
43 906 Location Limit stop
44 281 From
45 290 Bend 1994 1 12 1
46 300 1500 1 12 1 Limit stop
47 300 Location Limit stop
48 310 5900 1 12 1 Limit stop
49 310 Location Limit stop
50 320 380 1 12 1 Flange
51 330 3320 1 12 1 Limit stop
52 330 Location Limit stop
53 340 2345 1 12 1 Limit stop
54 340 Location Limit stop
55 350 Bend 1313 1 12 1
56 360 2450 1 12 1 Anchor
57 370 Bend 1780 1 12 1
58 380 Bend 3683 1 12 1
59 390 1000 1 12 1 Limit stop
60 390 Location Limit stop
61 400 7854 1 12 1 Limit stop
62 400 Location Limit stop
63 410 Bend 1000 1 12 1
64 420 Bend 4330 1 12 1
65 430 1500 1 12 1 Limit stop
66 430 Location Limit stop
67 440 Bend 1500 1 12 1
68 450 Bend -4330 1 12 1
69 460 1000 1 12 1 Limit stop
70 460 Location Limit stop
71 470 693 1 12 1
72 480 7236 1 12 1 Anchor
73 490 2308 1 12 1
Layout (106)
# Node Type DX (mm) DY (mm) DZ (mm) Matl Sect Load Data
75 510 -571 1 12 1 Flange
76 520 -429 1 12 1 Limit stop
77 520 Location Limit stop
78 530 -1676 1 12 1 79 540 Bend -1987 1 10 1 80 550 -498 1 10 1 Flange 81 560 Valve -460 1 10 1 Flange 82 570 -1350 1 10 1 Anchor 83 530 From 84 580 Bend -1372 1 12 1 85 590 -457 1 12 1 86 600 Reducer -190 1 10 1 87 610 Bend -1340 1 10 1 88 620 -498 1 10 1 Flange 89 630 Valve -460 1 10 1 Flange 90 640 Bend -276 1 10 1 91 641 Bend 767 -767 1 10 1 92 642 -310 1 10 1 Anchor 93 360 From 94 650 821 1 12 1 Flange 95 660 Valve 505 1 12 1 Flange 96 670 163 1 12 1 97 680 Reducer 205 1 8 1 98 690 205 1 8 1 Flange 99 700 Valve 497 1 8 1 Flange 100 710 416 1 8 1 101 720 Reducer 205 1 12 1 102 730 500 1 12 1
103 730 Location Limit stop
104 730 Location Limit stop
105 1001 From
106 261 1 12 1
Anchors (4)
Releases
Node KX KY KZ KXX KYY KZZ
(kg/mm) (kg/mm) (kg/mm) (kg-m/deg) (kg-m/deg) (kg-m/deg) X Y Z XX YY ZZ 360 Rigid Rigid Rigid Rigid Rigid Rigid
480 Rigid Rigid Rigid Rigid Rigid Rigid 570 Rigid Rigid Rigid Rigid Rigid Rigid 642 Rigid Rigid Rigid Rigid Rigid Rigid Bends (18) Bend Radius Rad. Thk Bend Flex. SIF Int. Angle Int. Angle Node (mm) Type (mm) Matl Fact. Node (deg) Node (deg) 22 457.2 Long 9.525 1 9.36
23 457.2 Long 9.525 1 9.36 280 457.2 Long 9.525 1 9.36 191 457.2 Long 9.525 1 9.36
Bends (18) Bend Radius Rad. Thk Bend Flex. SIF Int. Angle Int. Angle Node (mm) Type (mm) Matl Fact. Node (deg) Node (deg) 290 457.2 Long 9.525 1 9.36 350 457.2 Long 9.525 1 9.36 370 457.2 Long 9.525 1 9.36 380 457.2 Long 9.525 1 9.36 410 457.2 Long 9.525 1 9.36 420 457.2 Long 9.525 1 9.36 440 457.2 Long 9.525 1 9.36 450 457.2 Long 9.525 1 9.36 500 457.2 Long 9.525 1 9.36 540 381 Long 9.271 1 8.13 580 457.2 Long 9.525 1 9.36 610 381 Long 9.271 1 8.13 640 381 Long 9.271 1 8.13 641 381 Long 9.271 1 8.13 Flanges (20) Node Type Weight Gasket Dia Allow Pres
(kg) (mm) (bar) 20 Single welded slip on 147.87 381 39.6 21 Single welded slip on 147.87 381 39.6
230 Weld neck 99.79 324 39.6
240 Single welded slip on 99.79 324 39.6 193 Single welded slip on 147.87 381 39.6 194 Single welded slip on 147.87 381 39.6 900 Single welded slip on 68.946 270 39.6 901 Single welded slip on 68.946 270 39.6 904 Single welded slip on 147.87 381 39.6 905 Single welded slip on 147.87 381 39.6 320 Double welded slip on 300 381 39.6 510 Double welded slip on 300 381 39.6
550 Weld neck 99.79 324 39.6
560 Weld neck 99.79 324 39.6
620 Single welded slip on 99.79 324 39.6 630 Single welded slip on 99.79 324 39.6 650 Single welded slip on 147.87 381 39.4 660 Single welded slip on 147.87 381 39.6
690 Weld neck 68.946 270 39.6
700 Single welded slip on 68.946 270 39.6
Limit stops (33) Direction
Node Lower Lmt Upper Lmt Friction Stiffness CNode (mm) (mm) X comp Y comp Z comp Coeff. (kg/mm)
10 0.000 3.000 1.000 Rigid
10 -3.000 3.000 1.000 0.300 Rigid
10 -3.000 3.000 1.000 0.300 Rigid
22A 0.000 5.000 1.000 0.300 Rigid
Limit stops (33) Direction
Node Lower Lmt Upper Lmt Friction Stiffness CNode (mm) (mm) X comp Y comp Z comp Coeff. (kg/mm)
200 0.000 10.000 1.000 Rigid 200 -3.000 3.000 1.000 0.300 Rigid 270 0.000 5.000 1.000 0.300 Rigid 270 -15.000 15.000 1.000 0.300 Rigid 192 0.000 5.000 1.000 0.300 Rigid 192 -3.000 3.000 1.000 0.300 Rigid 906 0.000 None 1.000 Rigid 906 -15.000 15.000 1.000 0.300 Rigid 300 0.000 5.000 1.000 0.300 Rigid 300 -5.000 5.000 1.000 0.300 Rigid 310 0.000 5.000 1.000 0.300 Rigid 310 -5.000 5.000 1.000 0.300 Rigid 330 0.000 5.000 1.000 0.300 Rigid 330 -5.000 5.000 1.000 0.300 Rigid 340 0.000 5.000 1.000 0.300 Rigid 340 -3.000 3.000 1.000 0.300 Rigid 390 0.000 5.000 1.000 0.300 Rigid 390 -5.000 5.000 1.000 0.300 Rigid 400 0.000 5.000 1.000 0.300 Rigid 400 -5.000 5.000 1.000 0.300 Rigid 430 0.000 None 1.000 0.300 Rigid 430 -5.000 5.000 1.000 0.300 Rigid 460 0.000 3.000 1.000 0.300 Rigid 460 -5.000 5.000 1.000 0.300 Rigid 520 0.000 5.000 1.000 0.300 Rigid 520 -5.000 5.000 1.000 0.300 Rigid 730 -5.000 5.000 1.000 0.300 Rigid 730 -5.000 5.000 1.000 0.300 Rigid Reducers (7) From To OD1 Thk1 OD2 Thk2 Cone angle
(mm) (mm) (mm) (mm) (deg) 210 220 323.85 9.525 273.05 9.271 250 260 273.05 9.271 323.85 9.525 195 196 323.85 9.525 219.07 8.1788 902 903 219.07 8.1788 323.85 9.525 590 600 323.85 9.525 273.05 9.271 670 680 323.85 9.525 219.07 8.1788 710 720 219.07 8.1788 323.85 9.525 Valves (9) Offsets of Add.Wgt From To Weight Length Thick Insul Add.Wgt
(kg) (mm) X Wgt X (kg) DX (mm) DY (mm) DZ (mm)
20 21 740 3.00 1.75
230 240 470 457.2 3.00 1.75 193 194 553.38 505 3.00 1.75 900 901 320 497 3.00 1.75
Valves (9)
Offsets of Add.Wgt From To Weight Length Thick Insul Add.Wgt
(kg) (mm) X Wgt X (kg) DX (mm) DY (mm) DZ (mm) 904 905 553.38 505 3.00 1.75 550 560 412.77 460 3.00 1.75 620 630 412.77 460 3.00 1.75 650 660 553.38 505 3.00 1.75 690 700 267.62 497 3.00 1.75 Coordinates (116) Node X (mm) Y (mm) Z (mm) 10 0 0 0 20 874 0 0 21 1588 0 0 22A 1911.8 0 0 22 2369 0 0 22B 2369 -457.2 0 23A 2369 -867.8 0 23 2369 -1325 0 23B 2369 -1325 -457.2 30 2369 -1325 -500 40 2369 -1325 -1000 190 2369 -1325 -1500 200 2369 -1325 -2150 210 2369 -1325 -3250 220 2369 -1325 -3453 230 2369 -1325 -3939 240 2369 -1325 -4561 250 2369 -1325 -5047 260 2369 -1325 -5250 261 2369 -1325 -6552 270 2369 -1325 -7052 280A 2369 -1325 -7775.8 280 2369 -1325 -8233 280B 2369 -867.8 -8233 281 2369 0 -8233 191A 2369 -457.2 -1500 191 2369 0 -1500 191B 2369 0 -1957.2 192 2369 0 -2150 193 2369 0 -2547 194 2369 0 -3052 195 2369 0 -3375 196 2369 0 -3578 900 2369 0 -4001 901 2369 0 -4498 902 2369 0 -4921 903 2369 0 -5124 904 2369 0 -5447
Coordinates (116) Node X (mm) Y (mm) Z (mm) 905 2369 0 -5952 1001 2369 0 -6552 906 2369 0 -7052 290A 2369 1536.8 -8233 290 2369 1994 -8233 290B 2826.2 1994 -8233 300 3869 1994 -8233 310 9769 1994 -8233 320 10149 1994 -8233 330 13469 1994 -8233 340 15814 1994 -8233 350A 16669.8 1994 -8233 350 17127 1994 -8233 350B 17127 1994 -7775.8 360 17127 1994 -5783 370A 17127 1994 -4460.2 370 17127 1994 -4003 370B 17127 2451.2 -4003 380A 17127 5219.8 -4003 380 17127 5677 -4003 380B 17127 5677 -3545.8 390 17127 5677 -3003 400 17127 5677 4851 410A 17127 5677 5393.8 410 17127 5677 5851 410B 17127 6134.2 5851 420A 17127 9549.8 5851 420 17127 10007 5851 420B 17127 10007 6308.2 430 17127 10007 7351 440A 17127 10007 8393.8 440 17127 10007 8851 440B 17127 9549.8 8851 450A 17127 6134.2 8851 450 17127 5677 8851 450B 17127 5677 9308.2 460 17127 5677 9851 470 17127 5677 10544 480 17127 5677 17780 490 17127 5677 20088 500A 17127 9549.8 20088 500 17127 10007 20088 500B 16669.8 10007 20088 510 16556 10007 20088 520 16127 10007 20088 530 14451 10007 20088
Coordinates (116) Node X (mm) Y (mm) Z (mm) 540A 14451 8401 20088 540 14451 8020 20088 540B 14451 8020 19707 550 14451 8020 19590 560 14451 8020 19130 570 14451 8020 17780 580A 13536 10007 20088 580 13079 10007 20088 580B 13079 9550 20088 590 13079 9550 20088 600 13079 9360 20088 610A 13079 8401 20088 610 13079 8020 20088 610B 13079 8020 19707 620 13079 8020 19590 630 13079 8020 19130 640A 13079 8020 19011.8 640 13079 8020 18854 640B 13190.6 8020 18742.4 641A 13734.4 8020 18198.6 641 13846 8020 18087 641B 13846 8020 17929.2 642 13846 8020 17777 650 17127 2815 -5783 660 17127 3320 -5783 670 17127 3483 -5783 680 17127 3688 -5783 690 17127 3893 -5783 700 17127 4390 -5783 710 17127 4806 -5783 720 17127 5011 -5783 730 17127 5511 -5783
Pipe material 1: A106 Grade B Density = 7833 (kg/m3), Nu = 0.300, Joint factor = 1.00, Type = CS
Temp E Alpha Allowable
(C) (kg/mm2) (mm/mm/C) (kg/cm2) -28.89 21022 11.25E-6 1055 21.11 20741 11.52E-6 1055 93.33 20248 12.06E-6 1055 148.9 19897 12.42E-6 1055 204.4 19475 12.78E-6 1055 260 19194 13.14E-6 1055 315.6 18772 13.32E-6 1055 343.3 18350 13.50E-6 1055 371.1 17928 13.68E-6 1012 398.9 17506 13.86E-6 914.0
Pipe material 1: A106 Grade B
Temp E Alpha Allowable
(C) (kg/mm2) (mm/mm/C) (kg/cm2) 426.7 17014 14.04E-6 759.3
Pipe Sections (4)
Name Nom Sch OD Thk Cor.Al M.Tol Ins.Dens Ins.Thk Lin.Dens Lin.Thk Soil Dia (mm) (mm) (mm) (%) (kg/m3) (mm) (kg/m3) (mm) 8 8" STD 219.07 8.1788 176.2 51
12 12" STD 323.85 9.525 176.2 51 14 14" STD 355.6 9.525 176.2 51 10 10" STD 273.05 9.271 176.2 51
