CARBON STEEL PIPE SCHEDULES | |||||||||||||||
Pipe Size Inches | OD in inches | OD in mm | Weights and Dimensions of Seamless and Welded Steel Pipe (P.E.) | ||||||||||||
10 | 20 | 30 | 40 | STD. | 60 | 80 | XS | 100 | 120 | 140 | 160 | XXS | |||
1/8 | 0.405 | 10.3 | 0.068 .024 | 0.068 .024 | 0.095 0.31 | 0.095 0.31 | |||||||||
1/4 | 0.540 | 13.7 | 0.088 0.43 | 0.088 0.43 | 0.119 0.54 | 0.119 0.54 | |||||||||
3/8 | 0.675 | 17.1 | 0.091 0.57 | 0.091 0.57 | 0.126 0.74 | 0.126 0.74 | |||||||||
1/2 | 0.840 | 21.3 | 0.109 0.85 | 0.109 0.85 | 0.147 1.09 | 0.147 1.09 | 0.188 1.31 | 0.294 1.72 | |||||||
3/4 | 1.050 | 26.7 | 0.113 1.13 | 0.113 1.13 | 0.154 1.48 | 0.154 1.48 | 0.219 1.95 | 0.308 2.44 | |||||||
1 | 1.315 | 33.4 | 0.133 1.68 | 0.133 1.68 | 0.179 2.17 | 0.179 2.17 | 0.250 2.85 | 0.358 3.66 | |||||||
1-1/4 | 1.660 | 42.2 | 0.140 2.27 | 0.140 2.27 | 0.191 3.00 | 0.191 3.00 | 0.250 3.77 | 0.382 5.22 | |||||||
1-1/2 | 1.900 | 48.3 | 0.145 2.72 | 0.145 2.72 | 0.200 3.63 | 0.200 3.63 | 0.281 4.86 | 0.400 6.41 | |||||||
2 | 2.375 | 60.3 | 0.154 3.66 | 0.154 3.66 | 0.218 5.03 | 0.218 5.03 | 0.344 7.47 | 0.436 9.04 | |||||||
2-1/2 | 2.875 | 73.0 | 0.203 5.80 | 0.203 5.80 | 0.276 7.67 | 0.276 7.67 | 0.375 10.02 | 0.552 13.71 | |||||||
3 | 3.500 | 88.9 | 0.216 7.58 | 0.216 7.58 | 0.300 10.26 | 0.300 10.26 | 0.438 14.34 | 0.600 18.60 | |||||||
3-1/2 | 4.000 | 101.6 | 0.226 9.12 | 0.226 9.12 | 0.318 12.52 | 0.318 12.52 | 0.636 22.85 | ||||||||
4 | 4.500 | 114.3 | 0.237 10.80 | 0.237 10.80 | 0.281 12.67 | 0.337 15.00 | 0.337 15.00 | 0.438 19.02 | 0.531 22.53 | 0.674 27.57 | |||||
5 | 5.563 | 141.3 | 0.258 14.63 | 0.258 14.63 | 0.375 20.80 | 0.375 20.80 | 0.500 27.06 | 0.625 32.99 | 0.750 38.59 | ||||||
6 | 6.625 | 168.3 | 0.280 18.99 | 0.280 18.99 | 0.432 28.60 | 0.432 28.60 | 0.562 36.43 | 0.719 45.39 | 0.864 53.21 |
MEDIUM TYPE = WALL THICKNESS IN INCHES BOLD TYPE = WEIGHT PER FOOT IN POUNDS |
CARBON STEEL PIPE SCHEDULES | |||||||||||||||||
Pipe Size Inches | OD in inches | OD in mm | Weights and Dimensions of Seamless and Welded Steel Pipe (P.E.) | ||||||||||||||
10 | 20 | 30 | 40 | STD. | 60 | 80 | XS | 100 | 120 | 140 | 160 | XXS | |||||
8 | 8.625 | 219.1 | 0.250 22.38 | 0.277 24.22 | 0.322 28.58 | 0.322 28.58 | 0.406 35.67 | 0.500 43.43 | 0.500 43.43 | 0.594 51.00 | 0.719 60.77 | 0.812 67.82 | 0.906 74.76 | 0.875 72.49 | |||
10 | 10.750 | 273.1 | 0.250 28.06 | 0.307 34.27 | 0.365 40.52 | 0.365 40.52 | 0.500 54.79 | 0.594 64.49 | 0.500 54.79 | 0.719 77.10 | 0.844 89.38 | 1.000 104.23 | 1.125 115.75 | 1.000 104.23 | |||
12 | 12.750 | 323.9 | 0.250 33.41 | 0.330 43.81 | 0.406 53.57 | 0.375 49.61 | 0.562 73.22 | 0.688 88.71 | 0.500 65.48 | 0.844 107.42 | 1.000 125.61 | 1.125 139.81 | 1.312 160.42 | 1.000 125.61 | |||
14 | 14.000 | 355.6 | 0.250 36.75 | 0.312 45.65 | 0.375 54.62 | 0.438 63.50 | 0.375 54.62 | 0.594 85.13 | 0.750 106.23 | 0.500 72.16 | 0.938 130.98 | 1.094 150.93 | 1.250 170.37 | 1.406 189.29 | |||
16 | 16.000 | 406.4 | 0.250 42.09 | 0.312 52.32 | 0.375 62.64 | 0.500 82.85 | 0.375 62.64 | 0.656 107.60 | 0.844 136.74 | 0.500 82.85 | 1.031 164.98 | 1.219 192.61 | 1.438 223.85 | 1.594 245.48 | |||
18 | 18.000 | 457.2 | 0.250 47.44 | 0.312 58.99 | 0.438 82.23 | 0.562 104.76 | 0.375 70.65 | 0.750 138.30 | 0.938 171.08 | 0.500 93.54 | 1.156 208.15 | 1.375 244.37 | 1.562 274.48 | 1.781 308.79 | |||
20 | 20.000 | 508.0 | 0.250 52.78 | 0.375 78.67 | 0.500 104.23 | 0.594 123.23 | 0.375 78.67 | 0.812 166.56 | 1.031 209.06 | 0.500 104.23 | 1.281 256.34 | 1.500 296.65 | 1.750 341.41 | 1.969 379.53 | |||
24 | 24.000 | 609.6 | 0.250 63.47 | 0.375 94.71 | 0.562 140.81 | 0.688 171.45 | 0.375 94.71 | 0.969 238.57 | 1.219 296.86 | 0.500 125.61 | 1.531 367.74 | 1.812 429.79 | 2.062 483.57 | 2.344 542.64 | |||
26 | 26.000 | 660.4 | 0.312 85.68 | 0.500 136.30 | 0.375 102.72 | 0.500 136.30 | |||||||||||
30 | 30.000 | 762.0 | 0.312 99.02 | 0.500 157.68 | 0.625 196.26 | 0.375 118.76 | 0.500 157.68 | ||||||||||
36 | 36.000 | 914.4 | 0.312 119.03 | 0.500 189.75 | 0.625 236.35 | 0.750 282.62 | 0.375 142.81 | 0.500 189.75 | |||||||||
42 | 42.000 | 1067.0 | 0.375 166.86 | 0.500 221.82 | |||||||||||||
48 | 48.00 | 1219.0 | 0.375 190.92 | 0.500 253.89 | |||||||||||||
To convert the inch dimensions of outside diameters and wall thickness to millimeters, multiply the inch dimensions by 25.4. | |||||||||||||||||
CARBON STEEL PIPE WALL THICKNESSES OTHER THAN SCHEDULES | ||||||||||||||||
Nominal Pipe Size | OD in inches | Intermediate Walls OD — Wall x Wall = Weight per Foot of Steel Pipe (P.E.) | ||||||||||||||
1 | 1.315 | 0.065 0.87 | 0.109 1.40 | |||||||||||||
1-1/4 | 1.660 | 0.065 1.11 | 0.109 1.81 | |||||||||||||
1-1/2 | 1.900 | 0.065 1.27 | 0.109 2.08 | |||||||||||||
2 | 2.375 | 0.065 1.60 | 0.083 2.03 | 0.109 2.64 | 0.120 2.89 | 0.190 4.43 | 0.254 5.75 | 0.281 6.28 | ||||||||
2-1/2 | 2.875 | 0.083 2.47 | 0.109 3.22 | 0.120 3.53 | 0.188 5.40 | 0.217 6.16 | 0.308 8.44 | |||||||||
3 | 3.500 | 0.083 3.03 | 0.109 3.95 | 0.120 4.33 | 0.125 4.51 | 0.156 5.57 | 0.188 6.65 | 0.250 8.68 | 0.254 9.66 | 0.281 9.67 | 0.375 12.52 | |||||
3-1/2 | 4.000 | 0.083 3.47 | 0.109 4.53 | 0.120 4.97 | 0.125 5.18 | 0.156 6.41 | 0.188 7.66 | 0.250 10.02 | 0.262 10.46 | 0.281 11.16 | ||||||
4 | 4.500 | 0.083 3.92 | 0.109 5.11 | 0.120 5.61 | 0.125 5.85 | 0.141 6.56 | 0.156 7.24 | 0.172 7.95 | 0.188 8.67 | 0.203 9.32 | 0.219 10.02 | 0.224 10.23 | 0.250 11.36 | 0.290 13.04 | 0.312 13.97 | 0.375 16.52 |
5 | 5.563 | 0.083 4.86 | 0.109 6.35 | 0.125 7.26 | 0.134 7.77 | 0.156 9.02 | 0.188 10.80 | 0.219 12.51 | 0.281 15.87 | 0.312 17.51 | 0.344 19.19 | |||||
6 | 6.625 | 0.109 7.59 | 0.125 8.68 | 0.134 9.29 | 0.141 9.76 | 0.156 10.78 | 0.172 11.85 | 0.188 12.94 | 0.203 13.92 | 0.219 15.00 | 0.250 17.04 | 0.312 21.06 | 0.344 23.10 | 0.375 25.03 | 0.500 32.71 | 0.625 40.05 |
8 | 8.625 | 90.109 .91 | 0.125 11.35 | 0.156 14.11 | 0.172 15.53 | 0.188 16.96 | 0.203 18.28 | 0.219 19.68 | 0.264 23.57 | 0.312 27.73 | 0.344 30.45 | 0.375 33.07 | 0.438 38.33 | 0.562 48.40 | 0.625 53.40 | |
10 | 10.750 | 0.156 17.65 | 0.172 19.43 | 0.188 21.23 | 0.203 22.89 | 0.219 24.65 | 0.279 31.23 | 0.344 38.27 | 0.350 38.88 | 0.400 44.22 | 0.438 48.28 | 0.562 61.15 | 0.625 67.58 | 0.812 86.18 | ||
12 | 12.750 | 0.172 23.11 | 0.188 25.22 | 0.203 27.23 | 0.219 29.34 | 0.281 37.46 | 0.312 41.48 | 0.344 45.62 | 0.438 57.65 | 0.625 80.93 | 0.750 96.12 | 0.812 103.5 | 0.875 111.0 | 1.500 180.2 | 1.750 205.6 | 2.000 229.6 |
14 | 14.000 | 0.188 27.73 | 0.203 29.91 | 0.219 32.26 | 0.281 41.21 | 0.344 50.22 | 0.406 58.94 | 0.469 67.84 | 0.562 80.66 | 0.625 89.28 | 0.688 97.81 | 0.812 114.4 | 0.875 122.7 | 2.000 256.56 | 2.125 269.76 | 2.500 307.34 |
MEDIUM TYPE = WALL THICKNESS IN INCHES BOLD TYPE = WEIGHT PER FOOT IN POUNDS |
CARBON STEEL PIPE WALL THICKNESSES OTHER THAN SCHEDULES | ||||||||||||||||
Nominal Pipe Size | OD in inches | Intermediate Walls OD — Wall x Wall = Weight per Foot of Steel Pipe (P.E.) | ||||||||||||||
16 | 16.000 | 0.188 31.75 | 0.203 34.25 | 0.219 36.95 | 0.281 47.22 | 0.344 57.57 | 0.406 67.62 | 0.438 72.86 | 0.469 77.87 | 0.625 102.6 | 0.750 122.2 | 0.812 131.7 | 0.938 150.9 | 1.125 178.7 | 1.618 248.5 | 2.000 299.0 |
18 | 18.000 | 0.188 35.76 | 0.219 41.59 | 0.281 53.23 | 0.344 64.93 | 0.406 76.36 | 0.469 87.81 | 0.625 116.0 | 0.688 127.2 | 0.812 149.1 | 0.875 160.0 | 1.000 181.6 | 1.125 202.8 | 1.250 223.6 | 1.500 264.3 | |
20 | 20.000 | 0.219 46.27 | 0.281 59.23 | 0.312 65.66 | 0.344 72.28 | 0.406 84.04 | 0.438 91.59 | 0.469 97.92 | 0.625 129.3 | 0.750 154.2 | 0.875 178.7 | 1.000 202.9 | 1.250 250.3 | 1.375 273.5 | ||
24 | 24.000 | 0.281 71.25 | 0.312 79.01 | 0.344 86.99 | 0.406 102.40 | 0.438 110.32 | 0.469 117.98 | 0.625 156.0 | 0.750 186.2 | 0.875 216.1 | 1.000 245.6 | 1.250 303.7 | 1.312 317.9 | 1.500 360.5 | ||
26 | 26.000 | 0.250 68.82 | 0.281 77.26 | 0.344 94.35 | 0.406 111.08 | 0.438 119.69 | 0.469 128.00 | 0.562 152.83 | 0.625 169.4 | 0.656 177.6 | 0.688 186.0 | 0.750 202.3 | 0.875 234.8 | 1.000 267.0 | 1.188 314.8 | |
30 | 30.000 | 0.281 89.19 | 0.344 109.0 | 0.406 128.3 | 0.438 138.3 | 0.469 147.9 | 0.562 176.7 | 0.656 205.6 | 0.750 234.3 | 0.875 272.2 | 1.000 309.7 | 1.250 383.8 | ||||
36 | 36.000 | 0.281 107.2 | 0.312 119.03 | 0.344 131.0 | 0.406 154.3 | 0.438 166.4 | 0.469 178.0 | 0.562 212.7 | 0.656 247.6 | 0.688 259.5 | 0.875 328.2 | 1.000 373.8 | 1.250 463.9 | 1.500 552.7 | ||
42 | 42.000 | 0.312 138.9 | 0.344 153.0 | 0.406 180.4 | 0.438 194.4 | 0.469 208.0 | 0.562 248.7 | 0.625 276.2 | 0.656 289.7 | 0.688 303.6 | 0.750 330.4 | 0.875 384.3 | 1.000 437.9 | 1.125 491.1 | 1.250 554.0 | |
48 | 48.000 | 0.406 206.4 | 0.438 222.5 | 0.469 238.0 | 0.562 284.7 | 0.625 316.2 | 0.656 331.7 | 0.688 347.6 | 0.750 378.5 | 0.812 409.2 | 0.875 440.4 | 0.938 471.5 | 1.000 502.0 | 1.125 563.2 | 1.250 624.1 |
CONVERSION TABLE | |||
Inch = 2.54 centimeters | Foot = 0.3048 meter | Mile = 1.609 Kilometers | Pound = 0.4535 kilogram |
Centimeter = 0.3937 inch | Meter = 3.28 feet | Kilometer = 0.6275 mile | Kilogram - 2.205 pounds |
Inch = 25.4 millimeters | Yard = 0.9144 meter | Ounce = 28.35 grams | Ton = 0.907 metric ton |
Millimeter = 0.03937 inch | Meter = 1.0936 yards | Gram = 0.0353 ounce | Metric Ton - 1.1025 tons |
METRIC WEIGHTS AND DIMENSIONS OF SEAMLESS AND WELDED PIPE | |||||||||||||||
Pipe Size Inches | OD in mm | A.S.A. Pipe Schedule | DBL. E.H. | ||||||||||||
5 | 10 | 20 | 30 | STD. | 40 | 60 | E.H. | 80 | 100 | 120 | 140 | 160 | |||
1/8 | 10.3 | .089 .21 | 1.24 .28 | 1.73 .36 | 1.73 .36 | 2.41 .46 | 2.41 .46 | ||||||||
1/4 | 13.7 | 1.24 .38 | 1.65 .49 | 2.24 .63 | 2.24 .63 | 3.02 .80 | 3.02 .80 | ||||||||
3/8 | 17.1 | 1.24 .49 | 1.65 .63 | 2.31 .85 | 2.31 .85 | 3.20 1.10 | 3.20 1.10 | ||||||||
1/2 | 21.3 | 1.65 .80 | 2.11 1.00 | 2.77 1.27 | 2.77 1.27 | 3.73 1.62 | 3.73 1.62 | 4.75 1.94 | 7.47 2.55 | ||||||
3/4 | 26.7 | 1.65 1.02 | 2.11 1.28 | 2.87 1.68 | 2.87 1.68 | 3.91 2.19 | 3.91 2.19 | 5.54 2.89 | 7.82 3.63 | ||||||
1 | 33.4 | 1.65 1.29 | 2.77 2.09 | 3.38 2.50 | 3.38 2.50 | 4.55 3.23 | 4.55 3.23 | 6.35 4.24 | 9.09 5.45 | ||||||
1-1/4 | 42.2 | 1.65 1.65 | 2.77 2.69 | 3.56 3.38 | 3.56 3.38 | 4.85 4.47 | 4.85 4.47 | 6.35 5.61 | 9.70 7.76 | ||||||
1-1/2 | 48.3 | 1.65 1.90 | 2.77 3.11 | 3.68 4.05 | 3.68 4.05 | 5.08 5.41 | 5.08 5.41 | 7.14 7.24 | 10.2 9.55 | ||||||
2 | 60.3 | 1.65 2.39 | 2.77 3.93 | 3.91 5.44 | 3.91 5.44 | 5.54 7.48 | 5.54 7.48 | 8.71 11.1 | 11.1 13.5 | ||||||
2-1/2 | 73.0 | 2.11 3.69 | 3.05 5.26 | 5.16 8.62 | 5.16 8.62 | 7.01 11.4 | 7.01 11.4 | 9.53 14.9 | 14.0 20.4 | ||||||
3 | 88.9 | 2.11 4.51 | 3.05 6.45 | 5.49 11.3 | 5.49 11.3 | 7.62 15.3 | 7.62 15.3 | 11.1 21.3 | 15.2 27.7 | ||||||
3-1/2 | 101.6 | 2.11 5.17 | 3.05 7.41 | 5.74 13.6 | 5.74 13.6 | 8.08 18.6 | 8.08 18.6 | 16.2 34.0 | |||||||
4 | 114.3 | 2.11 5.84 | 3.05 8.36 | 6.02 16.1 | 6.02 16.1 | 7.14 18.9 | 8.56 22.3 | 8.56 22.3 | 11.1 28.3 | 13.5 33.5 | 17.1 41.0 | ||||
4-1/2 | 127.0 | 6.27 18.7 | 9.02 26.2 | 18.0 48.5 |
MEDIUM TYPE =WALL THICKNESS IN MILLIMETERS BOLD TYPE =WEIGHT IN KILOGRAMS PER METER |
METRIC WEIGHTS AND DIMENSIONS OF SEAMLESS AND WELDED PIPE | |||||||||||||||
Pipe Size Inches | OD in mm | A.S.A. Pipe Schedule | DBL. E.H. | ||||||||||||
5 | 10 | 20 | 30 | STD. | 40 | 60 | E.H. | 80 | 100 | 120 | 140 | 160 | |||
5 | 141.3 | 2.77 9.46 | 3.40 11.6 | 6.55 21.8 | 6.55 21.8 | 9.53 31.0 | 9.53 31.0 | 12.7 40.3 | 15.9 49.1 | 19.1 57.4 | |||||
6 | 168.3 | 2.77 11.3 | 3.40 13.8 | 7.11 28.3 | 7.11 28.3 | 11.0 42.6 | 11.0 42.6 | 14.3 54.2 | 18.2 67.5 | 22.0 79.2 | |||||
7 | 193.7 | 7.65 35.1 | 12.7 56.7 | 22.2 94.0 | |||||||||||
8 | 219.1 | 2.77 14.8 | 3.76 20.0 | 6.35 33.3 | 7.04 41.3 | 8.18 42.5 | 8.18 42.5 | 10.3 53.1 | 12.7 64.6 | 12.7 64.6 | 15.1 75.8 | 18.2 90.3 | 20.6 101. | 23.0 111. | 22.2 108. |
9 | 244.5 | 8.69 50.5 | 12.7 72.6 | ||||||||||||
10 | 273.0 | 3.40 22.6 | 4.19 27.9 | 6.35 41.8 | 7.80 51.0 | 9.27 60.3 | 9.27 60.3 | 12.7 81.5 | 12.7 81.5 | 15.1 95.9 | 18.2 115. | 21.4 133. | 25.4 155. | 28.6 172. | |
11 | 298.5 | 9.53 67.9 | 12.7 89.5 | ||||||||||||
12 | 323.8 | 4.19 33.0 | 4.57 36.0 | 6.35 49.7 | 8.38 65.2 | 9.53 73.8 | 10.3 79.7 | 14.3 109. | 12.7 97.4 | 17.4 132. | 21.4 160. | 25.4 187. | 28.6 208. | 33.3 239. | |
14 | 355.6 | 6.35 54.7 | 7.92 68.1 | 9.53 81.3 | 9.53 81.3 | 11.1 94.4 | 15.1 127. | 12.7 107. | 19.1 158. | 23.8 195. | 27.8 225. | 31.8 154. | 35.7 282. | ||
16 | 406.4 | 6.35 62.6 | 7.92 78.0 | 9.53 93.2 | 9.53 93.2 | 12.7 123. | 16.7 160. | 12.7 123. | 21.4 203. | 26.2 246. | 30.9 287. | 36.5 333. | 40.5 365. | ||
18 | 457.2 | 6.35 70.6 | 7.92 88.0 | 11.1 122. | 9.53 105. | 14.3 156. | 19.1 206. | 12.7 139. | 23.8 254. | 29.4 310. | 34.9 364. | 39.7 409. | 45.2 460. | ||
20 | 508.0 | 6.35 78.5 | 9.53 117. | 12.7 155. | 9.53 117. | 15.1 183. | 20.6 248. | 12.7 155. | 26.2 311. | 32.5 382. | 38.1 442. | 44.5 508. | 50.0 565. | ||
24 | 609.6 | 6.35 94.5 | 9.53 141. | 14.3 210. | 9.53 141. | 17.4 255. | 24.6 355. | 12.7 187. | 30.9 442. | 38.9 547. | 46.0 640. | 52.4 720. | 59.5 807. |
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