Plain and Pipe Thickness and Weight
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Calculation of Plain and Pipe Thicknesses & Weights per Unit length (Calculated By: Pirsiavash) Design Pressure, P (psi) 1050 1080 1150 Pipe Design Factor(F) Design Factor(F) Design Factor(F) A 0.72 B 0.6 C 0.5 D 0.4 A 0.72 B 0.6 C 0.5 D 0.4 A 0.72 B 0.6 C 0.5 D 0.4 Nominal Size (inches) Outside Diameter , D (inches) 5LX (s/1000) 6 6.625 X42 0.188 19.25 0.188 19.25 0.188 19.25 0.219 22.32 0.188 19.25 0.188 19.25 0.188 19.25 0.219 22.32 0.188 19.25 0.188 19.25 0.188 19.25 0.250 25.35 8 8.625 X42 0.188 25.23 0.188 25.23 0.219 29.28 0.277 36.78 0.188 25.23 0.188 25.24 0.250 33.30 0.312 41.26 0.188 25.23 0.203 27.20 0.250 33.30 0.312 41.26 10 10.75 X42 0.188 31.59 0.250 41.75 0.279 46.47 0.344 56.95 0.203 34.06 0.250 41.75 0.279 46.47 0.365 60.29 0.219 36.68 0.250 41.75 0.307 50.99 0.438 71.84 12 12.75 X42 0.250 49.71 0.281 55.74 0.330 65.19 0.406 79.71 0.250 49.71 0.281 55.74 0.330 65.19 0.438 85.78 0.250 49.71 0.312 61.72 0.375 73.82 0.438 85.78 16 16 X52 0.250 62.63 0.281 70.26 0.344 85.66 0.406 100.71 0.250 62.63 0.281 70.26 0.344 85.66 0.438 108.42 0.250 62.63 0.312 77.85 0.375 93.21 0.469 115.87 20 20 X60 0.250 78.54 0.312 97.70 0.375 117.06 0.438 136.28 0.250 78.54 0.312 97.70 0.375 117.06 0.469 145.70 0.281 88.13 0.344 107.55 0.406 126.54 0.5 155.09 24 24 X60 0.312 117.57 0.375 140.93 0.438 164.16 0.562 209.52 0.312 117.57 0.375 140.93 0.438 164.16 0.562 209.52 0.344 129.44 0.406 152.37 0.469 175.55 0.625 232.38 30 30 X60 0.375 176.71 0.438 205.97 0.562 263.17 0.688 320.78 0.375 176.71 0.469 220.31 0.562 263.17 0.688 320.78 0.406 191.12 0.5 234.63 0.625 292.03 0.750 348.95 36 36 X65 0.406 229.86 0.5 282.35 0.625 351.69 0.750 420.54 0.438 247.77 0.5 282.35 0.625 351.69 0.750 420.54 0.469 265.07 0.562 316.79 0.688 386.45 0.812 454.49 40 40 X65 0.469 294.91 0.562 352.55 0.688 430.22 0.812 506.16 0.469 294.91 0.562 352.55 0.688 430.22 0.875 544.56 0.5 314.16 0.625 391.45 0.750 468.26 0.938 582.82 42 42 X65 0.5 330.07 0.625 411.34 0.688 452.11 0.875 572.39 0.5 330.07 0.625 411.34 0.750 492.11 0.875 572.39 0.562 370.44 0.625 411.34 0.750 492.11 0.938 612.67 48 48 X65 0.562 424.08 0.688 517.78 0.812 609.50 1 747.62 0.562 424.08 0.688 517.78 0.812 609.50 1 747.62 0.625 470.98 0.750 563.70 0.875 655.91 1.062 792.92 48 48 X70 0.5 377.79 0.625 470.98 0.750 563.70 0.938 702.19 0.562 424.08 0.625 470.98 0.750 563.70 0.938 702.19 0.562 424.08 0.688 517.78 0.812 609.50 1 747.62 56 56 X65 0.688 605.32 0.812 712.83 0.938 821.55 1.188 1035.80 0.688 605.32 0.812 712.83 0.938 821.55 1.188 1035.80 0.688 605.32 0.875 767.26 1 874.87 1.25 1088.62 56 56 X70 0.625 550.51 0.750 659.14 0.875 767.26 1.062 928.06 0.625 550.51 0.750 659.14 0.875 767.26 1.125 981.99 0.688 605.32 0.812 712.83 0.938 821.55 1.188 1035.80 :ﺤﺎ ﺗﻮﺿ1 ﺳﺘﺎﻧﺪ ﺳﺎ ﺑﺮ ﻓﻮ ﺟﺪANSI/ASME B31.8 ﺎ ﻟﻮﻟ ﻣﺸﺨﺼﺎﺳﺎ ﺑﺮ ﺷﺪ ﻣﺤﺎﺳﺒAPI 5L ﺟﺪ6C .ﻧﺪ ﺷﺪ ﮔﺬﺰ ﺳﺎ2 ﻣﻮﺟﻮﻨﺪﺳﯽ ﻣﺎ ﺳﺘﺎﻧﺪ ﺳﺎ ﺑﺮ ﺿﺨﺎﻣﺖﻗﻞ ﺣﺪ0.188 .ﺳﺖ ﺷﺪ ﮔﺮﻓﺘ ﻧﻈﺮ 3 ﻨﭻ ﺳﺎ ﺑﺮ ﺿﺨﺎﻣﺖ ﺳﺎ ﺑﺮﻮ ﺣﺪ Kg/m .ﺳﺖ ﺷﺪ ﻣﺤﺎﺳﺒ4 ﻣﺤﺎﺳﺒﺎ Longitudinal joint factor(E) Temperature derating factor(T) ﺑﺎﺑﺮ ﺑﺮ.ﺳﺖ ﺷﺪ ﻓﺮﮏ 5 ﺎ ﻟﻮﻟ ﺑﺮ2 ﺿﺨﺎﻣﺖﻨﭻ 0.154 ﺎ ﻟﻮﻟ ﺑﺮ ﻨﭻ 4 ﺿﺨﺎﻣﺖﻨﭻ 0.172 . ﺷﻮ ﻣﯽ ﮔﺮﻓﺘ ﻧﻈﺮ ﻨﭻ 0.625 550.51 Thickness (Inches) Weight per Unit length (Kg/m) t=(PD)/(2SEFT)
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Transcript of Plain and Pipe Thickness and Weight
-
Calculation of Plain and Pipe Thicknesses & Weights per Unit length (Calculated By: Pirsiavash)
Design Pressure, P (psi) 1050 1080 1150 Pipe Design Factor(F) Design Factor(F) Design Factor(F)
A 0.72
B 0.6
C 0.5
D 0.4
A 0.72
B 0.6
C 0.5
D 0.4
A 0.72
B 0.6
C 0.5
D 0.4
Nominal Size (inches)
Outside Diameter , D (inches)
5LX (s/1000)
6 6.625 X42 0.188 19.25 0.188 19.25
0.188 19.25
0.219 22.32
0.188 19.25
0.188 19.25
0.188 19.25
0.219 22.32
0.188 19.25
0.188 19.25
0.188 19.25
0.250 25.35
8 8.625 X42 0.188 25.23 0.188 25.23
0.219 29.28
0.277 36.78
0.188 25.23
0.188 25.24
0.250 33.30
0.312 41.26
0.188 25.23
0.203 27.20
0.250 33.30
0.312 41.26
10 10.75 X42 0.188 31.59 0.250 41.75
0.279 46.47
0.344 56.95
0.203 34.06
0.250 41.75
0.279 46.47
0.365 60.29
0.219 36.68
0.250 41.75
0.307 50.99
0.438 71.84
12 12.75 X42 0.250 49.71 0.281 55.74
0.330 65.19
0.406 79.71
0.250 49.71
0.281 55.74
0.330 65.19
0.438 85.78
0.250 49.71
0.312 61.72
0.375 73.82
0.438 85.78
16 16 X52 0.250 62.63 0.281 70.26
0.344 85.66
0.406 100.71
0.250 62.63
0.281 70.26
0.344 85.66
0.438 108.42
0.250 62.63
0.312 77.85
0.375 93.21
0.469 115.87
20 20 X60 0.250 78.54 0.312 97.70
0.375 117.06
0.438 136.28
0.250 78.54
0.312 97.70
0.375 117.06
0.469 145.70
0.281 88.13
0.344 107.55
0.406 126.54
0.5 155.09
24 24 X60 0.312 117.57 0.375 140.93
0.438 164.16
0.562 209.52
0.312 117.57
0.375 140.93
0.438 164.16
0.562 209.52
0.344 129.44
0.406 152.37
0.469 175.55
0.625 232.38
30 30 X60 0.375 176.71 0.438 205.97
0.562 263.17
0.688 320.78
0.375 176.71
0.469 220.31
0.562 263.17
0.688 320.78
0.406 191.12
0.5 234.63
0.625 292.03
0.750 348.95
36 36 X65 0.406 229.86 0.5
282.35 0.625 351.69
0.750 420.54
0.438 247.77
0.5 282.35
0.625 351.69
0.750 420.54
0.469 265.07
0.562 316.79
0.688 386.45
0.812 454.49
40 40 X65 0.469 294.91 0.562 352.55
0.688 430.22
0.812 506.16
0.469 294.91
0.562 352.55
0.688 430.22
0.875 544.56
0.5 314.16
0.625 391.45
0.750 468.26
0.938 582.82
42 42 X65 0.5 330.07 0.625 411.34
0.688 452.11
0.875 572.39
0.5 330.07
0.625 411.34
0.750 492.11
0.875 572.39
0.562 370.44
0.625 411.34
0.750 492.11
0.938 612.67
48 48 X65 0.562 424.08 0.688 517.78
0.812 609.50
1 747.62
0.562 424.08
0.688 517.78
0.812 609.50
1 747.62
0.625 470.98
0.750 563.70
0.875 655.91
1.062 792.92
48 48 X70 0.5 377.79 0.625 470.98
0.750 563.70
0.938 702.19
0.562 424.08
0.625 470.98
0.750 563.70
0.938 702.19
0.562 424.08
0.688 517.78
0.812 609.50
1 747.62
56 56 X65 0.688 605.32 0.812 712.83
0.938 821.55
1.188 1035.80
0.688 605.32
0.812 712.83
0.938 821.55
1.188 1035.80
0.688 605.32
0.875 767.26
1 874.87
1.25 1088.62
56 56 X70 0.625 550.51 0.750 659.14
0.875 767.26
1.062 928.06
0.625 550.51
0.750 659.14
0.875 767.26
1.125 981.99
0.688 605.32
0.812 712.83
0.938 821.55
1.188 1035.80
: 1 ANSI/ASME - B31.8 API 5L 6C . 2 . 0.188 - 3 . Kg/m - 4 Longitudinal - joint factor(E)
Temperature derating factor(T) . 5 . 0.172 4 0.154 2 -
0.625
550.51
Thickness (Inches) Weight per Unit length (Kg/m)
t=(PD)/(2SEFT)
-
Calculation of Plain and Pipe Thicknesses & Weights per Unit length (Calculated By: Pirsiavash)
Design Pressure, P (psi) 1200 1250 1305 Pipe Design Factor(F) Design Factor(F) Design Factor(F)
A 0.72
B 0.6
C 0.5
D 0.4
A 0.72
B 0.6
C 0.5
D 0.4
A 0.72
B 0.6
C 0.5
D 0.4
Nominal Size (inches)
Outside Diameter , D (inches)
5LX (s/1000)
6 6.625 X42 0.188 19.25 0.188 19.25
0.203 20.74
0.250 25.35
0.188 19.25
0.188 19.25
0.203 20.74
0.250 25.35
0.188 19.25
0.188 19.25
0.219 22.32
0.280 28.25
8 8.625 X42 0.188 25.23 0.219 29.28
0.250 33.30
0.312 41.26
0.188 25.24
0.219 29.28
0.277 36.78
0.322 42.53
0.188 25.24
0.250 33.30
0.277 36.78
0.344 45.31
10 10.75 X42 0.203 34.06 0.250 41.75
0.307 50.99
0.365 60.29
0.250 41.75
0.279 46.47
0.344 56.94
0.438 71.84
0.250 41.75
0.279 46.47
0.344 56.95
0.438 71.84
12 12.75 X42 0.281 55.74 0.312 61.72
0.375 73.82
0.5 97.43
0.281 55.74
0.330 61.72
0.406 79.71
0.500 97.43
0.281 55.74
0.344 67.88
0.406 79.71
0.500 97.43
16 16 X52 0.281 70.26 0.312 77.85
0.375 93.20
0.469 115.87
0.281 70.26
0.344 85.66
0.406 100.70
0.500 123.28
0.281 70.26
0.344 85.66
0.406 100.70
0.562 138.01
20 20 X60 0.281 88.13 0.344 107.55
0.406 126.54
0.5 155.09
0.312 97.70
0.375 117.06
0.438 136.29
0.562 173.77
0.312 97.70
0.375 117.06
0.438 136.29
0.562 173.77
24 24 X60 0.344 129.44 0.406 152.37
0.500 186.90
0.625 232.38
0.375 140.93
0.438 164.16
0.500 186.91
0.625 232.38
0.375 140.93
0.438 164.16
0.562 209.53
0.688 255.12
30 30 X60 0.438 205.97 0.5
234.63 0.625 292.03
0.750 348.95
0.438 205.97
0.562 263.17
0.625 292.03
0.812 377.00
0.469 220.31
0.562 263.17
0.688 320.78
0.875 405.38
36 36 X65 0.469 265.07 0.562 316.79
0.688 386.45
0.875 488.88
0.500 282.35
0.625 351.69
0.750 420.54
0.875 488.88
0.562 316.80
0.625 351.69
0.750 420.54
0.938 523.14
40 40 X65 0.562 352.55 0.625 391.45
0.750 468.26
0.938 582.82
0.562 352.55
0.688 430.22
0.812 506.16
1.000 620.36
0.562 352.55
0.688 430.22
0.812 506.16
1.062 657.77
42 42 X65 0.562 370.44 0.688 452.11
0.812 531.99
1 652.17
0.562 370.44
0.688 452.11
0.812 531.99
1.062 691.56
0.625 411.34
0.750 492.11
0.875 572.39
1.062 691.56
48 48 X65 0.625 470.98 0.750 563.70
0.938 702.19
1.125 838.83
0.688 517.78
0.812 609.50
0.938 702.19
1.188 884.62
0.688 517.78
0.812 609.50
1.000 747.62
1.250 929.55
48 48 X70 0.625 470.98 0.688 517.78
0.875 655.91
1.062 792.92
0.625 470.98
0.750 563.70
0.875 655.91
1.125 838.83
0.625 470.98
0.750 563.70
0.938 702.19
1.125 838.83
56 56 X65 0.750 659.14 0.875 767.26
1.062 928.06
- - - -
0.750 659.14
0.938 821.55
1.125 981.99
- - - -
0.812 712.83
0.938 821.55
1.125 981.99
- - - -
56 56 X70 0.688 605.32 0.812 712.83
1 874.87
1.250 1088.62
0.750 659.14
0.875 767.26
1.000 874.87
1.250 1088.62
0.750 659.14
0.875 767.26
1.062 928.06
- - - -
: 1 ANSI/ASME - B31.8 API 5L 6C . 2 . 0.188 - 3 . Kg/m - 4 Longitudinal - joint factor(E)
Temperature derating factor(T) . 5 . 0.172 4 0.154 2 -
0.625
550.51
Thickness (Inches) Weight per Unit length (Kg/m)
t=(PD)/(2SEFT)
