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| Pipe Sizes | O.D In Inches | Pipe Schedules | ||||||||||||||||
| 5s | 5 | 10s | 10 | 20 | 30 | 40s & Std | 40 | 60 | 80s & E.H. | 80 | 100 | 120 | 140 | 160 | Dbl. E.H. | notes | ||
| 12 | 12.750 | .156 21.07 |
.165 22.18 |
.180 24.16 |
.180 24.20 |
.250 33.38 |
.330 43.77 |
.375 49.56 |
.406 53.53 |
.562 73.16 |
.500 65.42 |
.687 88.51 |
.843 107.2 |
1.000 125.5 |
1.125 139.7 |
1.312 160.3 |
- | (a) (b) |
| 14 | 14.000 | .156 23.07 |
- | .188 27.73 |
.250 36.71 |
.312 45.68 |
.375 54.57 |
.375 54.57 |
.437 63.37 |
.593 84.91 |
.500 72.09 |
.750 106.1 |
.937 130.7 |
1.093 150.7 |
1.250 170.2 |
1.406 189.1 |
- | |
| 16 | 16.000 | .165 27.90 |
- | .188 31.75 |
.250 42.05 |
.312 52.36 |
.375 62.58 |
.375 62.58 |
.500 82.77 |
.656 107.5 |
.500 82.77 |
.843 136.5 |
1.031 164.8 |
1.218 192.3 |
1.437 223.5 |
1.593 245.1 |
- | |
| 18 | 18.000 | .165 31.43 |
- | .188 35.73 |
.250 47.39 |
.312 59.03 |
.437 52.06 |
.375 70.59 |
.562 104.8 |
.750 138.2 |
.500 93.45 |
.937 170.8 |
1.156 208.0 |
1.375 244.1 |
1.562 274.2 |
1.781 308.5 |
- | |
| 20 | 20.000 | .188 39.78 |
- | .218 46.05 |
.250 52.73 |
.375 78.60 |
.500 104.1 |
.375 78.60 |
.593 122.9 |
.812 166.4 |
.500 104.1 |
1.031 208.9 |
1.280 265.1 |
1.500 296.4 |
1.750 341.1 |
1.968 397.0 |
- | |
| Pipe Sizes | O.D In Inches | Pipe Schedules | |||||||||||||||
| 5s | 5 | 10s | 10 | 20 | 30 | 40s & Std | 40 | 60 | 80s & E.H. | 80 | 100 | 120 | 140 | 160 | Dbl. E.H. | ||
| 24 | 24.000 | .218 55.37 |
- |
.250 63.41 |
.250 63.41 |
.375 94.62 |
.562 140.8 |
.375 94.62 |
.687 171.2 |
.968 238.1 |
.500 125.5 |
1.218 296.4 |
1.531 367.4 |
1.812 429.4 |
2.062 483.1 |
2.343 541.9 |
- |
| 26 | 26.000 | - | - | - | .312 85.60 |
.500 136.17 |
- | .375 102.63 |
- | - | .500 136.17 |
- | - | - | - | - | - |
| 28 | 28.000 | - | - | - | 312 92.26 |
.500 146.85 |
.625 182.73 |
.375 110.64 |
- | - | - | - | - | - | - | - | - |
| 30 | 30.000 | .250 79.43 |
- | .312 98.63 |
.312 98.93 |
.500 157.53 |
.625 196.08 |
.375 118.65 |
- | - | .500 157.53 |
- | - | - | - | - | - |
| 32 | 32.000 | - | - | - | .312 105.59 |
.500 168.21 |
.625 209.43 |
.375 126.66 |
.688 230.08 |
- | .500 168.21 |
- | - | - | - | - | - |
| 34 | 34.00 | - | - | - | .312 112.25 |
.500 178.89 |
.625 222.78 |
.375 134.67 |
.688 244.77 |
- | - | - | - | - | - | - | - |
| 36 | 36.000 | - | - | - | .312 118.92 |
- | .625 236.13 |
.375 142.68 |
.750 282.35 |
- | .500 189.57 |
- | - | - | - | - | - |
| notes: | |
| (a) | Wall thicknesses for the various schedules. (inch) |
| (b) | Weight per foot for standard steel pipe (lb/ft) |
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