ASME · API · MSS · ASTM
The data you actually need on the job — pipe schedules, flange ratings, fitting dimensions, bolt lengths, support types, nozzle loads and conversion tables. Sourced from ASME, API and MSS standards.
Outside diameter (OD) and wall thickness (mm) for common NPS sizes. OD is fixed per NPS — schedule determines wall thickness and therefore internal diameter.
| NPS | OD (mm) | Sch 10 | Sch 20 | Sch 40 WT | Sch 40 ID | Sch 80 WT | Sch 80 ID | Sch 120 | Sch 160 WT | Sch 160 ID | STD | XS | XXS |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| ½” | 21.3 | 1.65 | — | 2.77 | 15.80 | 3.73 | 13.84 | — | 4.78 | 11.74 | 2.77 | 3.73 | 7.47 |
| ¾” | 26.7 | 1.65 | — | 2.87 | 20.93 | 3.91 | 18.85 | — | 5.56 | 15.58 | 2.87 | 3.91 | 7.82 |
| 1” | 33.4 | 1.65 | — | 3.38 | 26.64 | 4.55 | 24.31 | — | 6.35 | 20.70 | 3.38 | 4.55 | 9.09 |
| 1¼” | 42.2 | 1.65 | — | 3.56 | 35.05 | 4.85 | 32.46 | — | 6.35 | 29.46 | 3.56 | 4.85 | 9.70 |
| 1½” | 48.3 | 1.65 | — | 3.68 | 40.89 | 5.08 | 38.10 | — | 7.14 | 34.02 | 3.68 | 5.08 | 10.15 |
| 2” | 60.3 | 1.65 | — | 3.91 | 52.50 | 5.54 | 49.22 | — | 8.74 | 42.82 | 3.91 | 5.54 | 11.07 |
| 2½” | 73.0 | 2.11 | — | 5.16 | 62.71 | 7.01 | 59.00 | — | 9.53 | 54.00 | 5.16 | 7.01 | 14.02 |
| 3” | 88.9 | 2.11 | — | 5.49 | 77.93 | 7.62 | 73.66 | — | 11.13 | 66.65 | 5.49 | 7.62 | 15.24 |
| 3½” | 101.6 | 2.11 | — | 5.74 | 90.12 | 8.08 | 85.44 | — | — | — | 5.74 | 8.08 | — |
| 4” | 114.3 | 2.11 | — | 6.02 | 102.26 | 8.56 | 97.18 | 11.13 | 13.49 | 87.32 | 6.02 | 8.56 | 17.12 |
| 5” | 141.3 | 2.77 | — | 6.55 | 128.19 | 9.53 | 122.25 | 12.70 | 15.88 | 109.54 | 6.55 | 9.53 | 19.05 |
| 6” | 168.3 | 2.77 | — | 7.11 | 154.08 | 10.97 | 146.36 | 14.27 | 18.26 | 131.78 | 7.11 | 10.97 | 21.95 |
| 8” | 219.1 | 2.77 | 6.35 | 8.18 | 202.74 | 12.70 | 193.68 | 18.26 | 23.01 | 173.08 | 8.18 | 12.70 | 22.23 |
| 10” | 273.1 | 3.40 | 6.35 | 9.27 | 254.51 | 12.70 | 247.65 | 21.44 | 28.58 | 215.90 | 9.27 | 12.70 | — |
| 12” | 323.9 | 3.96 | 6.35 | 9.53 | 304.80 | 12.70 | 298.45 | 25.40 | 33.32 | 257.25 | 9.53 | 12.70 | — |
| 14” | 355.6 | 3.96 | 6.35 | 9.53 | 336.55 | 12.70 | 330.20 | 27.79 | — | — | 9.53 | 12.70 | — |
| 16” | 406.4 | 4.19 | 6.35 | 9.53 | 387.35 | 12.70 | 380.97 | 30.96 | — | — | 9.53 | 12.70 | — |
| 18” | 457.2 | 4.19 | 6.35 | 9.53 | 438.15 | 12.70 | 431.80 | 34.93 | — | — | 9.53 | 12.70 | — |
| 20” | 508.0 | 4.78 | 6.35 | 9.53 | 488.95 | 12.70 | 482.60 | 38.10 | — | — | 9.53 | 12.70 | — |
| 24” | 609.6 | 5.54 | 6.35 | 9.53 | 590.55 | 12.70 | 584.20 | 46.02 | — | — | 9.53 | 12.70 | — |
| 30” | 762.0 | 6.35 | 7.92 | 9.53 | 742.95 | 12.70 | 736.60 | — | — | — | 9.53 | 12.70 | — |
| 36” | 914.4 | 6.35 | 7.92 | 9.53 | 895.35 | 12.70 | 889.00 | — | — | — | 9.53 | 12.70 | — |
Source: ASME B36.10M. WT = Wall Thickness (mm), ID = Internal Diameter (mm). Highlighted rows most commonly specified in process piping. For stainless steel schedules (10S, 40S, 80S), refer to ASME B36.19M.
| NPS | OD (mm) | Sch 5S WT | Sch 5S ID | Sch 10S WT | Sch 10S ID | Sch 40S WT | Sch 40S ID | Sch 80S WT | Sch 80S ID |
|---|---|---|---|---|---|---|---|---|---|
| ½” | 21.3 | 1.65 | 18.00 | 2.11 | 17.12 | 2.77 | 15.80 | 3.73 | 13.84 |
| 1” | 33.4 | 1.65 | 30.10 | 2.77 | 27.86 | 3.38 | 26.64 | 4.55 | 24.31 |
| 2” | 60.3 | 1.65 | 57.00 | 2.77 | 54.79 | 3.91 | 52.50 | 5.54 | 49.22 |
| 3” | 88.9 | 2.11 | 84.68 | 3.05 | 82.80 | 5.49 | 77.93 | 7.62 | 73.66 |
| 4” | 114.3 | 2.11 | 110.08 | 3.05 | 108.20 | 6.02 | 102.26 | 8.56 | 97.18 |
| 6” | 168.3 | 2.77 | 162.76 | 3.40 | 161.50 | 7.11 | 154.08 | 10.97 | 146.36 |
| 8” | 219.1 | 2.77 | 213.56 | 3.76 | 211.58 | 8.18 | 202.74 | 12.70 | 193.68 |
| 10” | 273.1 | 3.40 | 266.30 | 4.19 | 264.72 | 9.27 | 254.51 | 12.70 | 247.65 |
| 12” | 323.9 | 3.96 | 315.98 | 4.57 | 314.76 | 9.53 | 304.80 | 12.70 | 298.45 |
Source: ASME B36.19M. 10S is the most common stainless schedule in process piping. 5S is thin-wall — verify minimum wall for pressure service before specifying.
Maximum allowable working pressure (bar g) for raised-face flanges. Values vary by material group — Group 1.1 (A105, A181, A350 LF2) and Group 2.1 (A182 F316, F304) shown.
| Class | −29 to 50°C | 100°C | 150°C | 200°C | 250°C | 300°C | 350°C | 400°C | 425°C | 450°C |
|---|---|---|---|---|---|---|---|---|---|---|
| 150 | 19.6 | 17.7 | 15.8 | 13.8 | 12.1 | 10.2 | 8.4 | 6.6 | 5.7 | 4.8 |
| 300 | 51.1 | 46.6 | 45.1 | 43.8 | 41.9 | 39.8 | 37.4 | 33.9 | 31.6 | 29.6 |
| 600 | 102.1 | 93.2 | 90.2 | 87.6 | 83.9 | 79.6 | 74.7 | 67.8 | 63.2 | 59.2 |
| 900 | 153.2 | 139.8 | 135.3 | 131.4 | 125.8 | 119.3 | 112.1 | 101.7 | 94.8 | 88.8 |
| 1500 | 255.3 | 233.0 | 225.4 | 219.0 | 209.7 | 198.9 | 186.8 | 169.5 | 158.0 | 148.0 |
| 2500 | 425.5 | 388.3 | 375.7 | 365.0 | 349.5 | 331.4 | 311.3 | 282.5 | 263.4 | 246.7 |
| Class | −29 to 50°C | 100°C | 150°C | 200°C | 250°C | 300°C | 350°C | 400°C | 450°C | 500°C |
|---|---|---|---|---|---|---|---|---|---|---|
| 150 | 19.8 | 17.3 | 15.9 | 14.9 | 14.1 | 13.5 | 13.0 | 12.6 | 12.2 | 11.7 |
| 300 | 51.7 | 45.1 | 41.4 | 38.8 | 36.8 | 35.3 | 33.9 | 32.9 | 31.8 | 30.6 |
| 600 | 103.4 | 90.2 | 82.7 | 77.6 | 73.6 | 70.5 | 67.8 | 65.8 | 63.6 | 61.2 |
| 900 | 155.1 | 135.3 | 124.1 | 116.4 | 110.4 | 105.8 | 101.7 | 98.7 | 95.4 | 91.8 |
| 1500 | 258.6 | 225.5 | 206.8 | 194.0 | 184.0 | 176.3 | 169.5 | 164.5 | 159.0 | 153.0 |
| 2500 | 430.9 | 375.7 | 344.7 | 323.3 | 306.7 | 293.8 | 282.5 | 274.1 | 265.0 | 255.0 |
Source: ASME B16.5-2017, Tables 2-1.1 and 2-3.1. Values in bar(g). For RTJ flanges, ratings are identical to RF. For full-face flanges mated with flat-face flanges, consult the standard for restrictions.
Centre-to-face (C-F) and end-to-end dimensions (mm). LR = Long Radius (1.5D), SR = Short Radius (1.0D). Always default to LR elbows unless specifically required otherwise.
| NPS | OD (mm) | 90° LR A | 90° SR B | 45° LR C | 180° LR U | Equal Tee M | Conc Red E-E | Ecc Red E-E | Cap E |
|---|---|---|---|---|---|---|---|---|---|
| ½” | 21.3 | 38 | 25 | 16 | 51 | 25 | 38 | 38 | 25 |
| ¾” | 26.7 | 48 | 32 | 19 | 64 | 29 | 38 | 38 | 25 |
| 1” | 33.4 | 57 | 38 | 25 | 76 | 38 | 51 | 51 | 25 |
| 1¼” | 42.2 | 64 | 48 | 29 | 95 | 48 | 51 | 51 | 25 |
| 1½” | 48.3 | 76 | 51 | 32 | 114 | 48 | 64 | 64 | 38 |
| 2” | 60.3 | 91 | 64 | 38 | 152 | 57 | 76 | 76 | 38 |
| 2½” | 73.0 | 114 | 76 | 48 | 178 | 64 | 89 | 89 | 38 |
| 3” | 88.9 | 114 | 76 | 48 | 229 | 76 | 89 | 89 | 51 |
| 3½” | 101.6 | 133 | 89 | 57 | 267 | 86 | 102 | 102 | 64 |
| 4” | 114.3 | 152 | 102 | 64 | 305 | 95 | 102 | 102 | 64 |
| 5” | 141.3 | 190 | 127 | 79 | 381 | 114 | 127 | 127 | 76 |
| 6” | 168.3 | 229 | 152 | 95 | 457 | 143 | 140 | 140 | 76 |
| 8” | 219.1 | 305 | 203 | 127 | 610 | 178 | 178 | 178 | 89 |
| 10” | 273.1 | 381 | 254 | 159 | 762 | 216 | 216 | 216 | 102 |
| 12” | 323.9 | 457 | 305 | 190 | 914 | 254 | 254 | 254 | 114 |
| 14” | 355.6 | 533 | 356 | 222 | 1067 | 279 | 279 | 279 | 127 |
| 16” | 406.4 | 610 | 406 | 254 | 1219 | 330 | 305 | 305 | 140 |
| 18” | 457.2 | 686 | 457 | 286 | 1372 | 356 | 356 | 356 | 152 |
| 20” | 508.0 | 762 | 508 | 318 | 1524 | 406 | 381 | 381 | 165 |
| 24” | 609.6 | 914 | 610 | 381 | 1829 | 508 | 457 | 457 | 203 |
| 30” | 762.0 | 1143 | 762 | 476 | — | 610 | 533 | 533 | 254 |
| 36” | 914.4 | 1372 | 914 | 572 | — | 762 | 610 | 610 | 305 |
Source: ASME B16.9-2018. All dimensions in mm. A = 90° LR elbow C-F, B = 90° SR elbow C-F, C = 45° elbow C-F, U = 180° return C-C, M = equal tee C-F, E-E = end-to-end (reducers and caps).
Centre-to-face (C-F) and end-to-end (E-E) dimensions (mm) for Class 3000 and Class 6000. Socket-weld fittings are limited to NPS 4 maximum per B16.11.
| NPS | 90° Elbow C-F (3000) | 90° Elbow C-F (6000) | 45° Elbow C-F (3000) | 45° Elbow C-F (6000) | Tee C-F (3000) | Tee C-F (6000) | Coupling E-E (3000) | Half Cplg E-E |
|---|---|---|---|---|---|---|---|---|
| ¼” | 21 | 24 | 14 | 16 | 21 | 24 | 32 | 19 |
| ⅜” | 21 | 24 | 14 | 16 | 21 | 24 | 35 | 19 |
| ½” | 25 | 29 | 17 | 19 | 25 | 29 | 38 | 22 |
| ¾” | 29 | 32 | 19 | 22 | 29 | 32 | 44 | 25 |
| 1” | 35 | 38 | 22 | 25 | 35 | 38 | 51 | 29 |
| 1¼” | 41 | 44 | 25 | 29 | 41 | 44 | 57 | 32 |
| 1½” | 44 | 51 | 29 | 32 | 44 | 51 | 64 | 35 |
| 2” | 51 | 57 | 32 | 38 | 51 | 57 | 76 | 41 |
| 2½” | 57 | 67 | 38 | 44 | 57 | 67 | 86 | 44 |
| 3” | 64 | 76 | 44 | 51 | 64 | 76 | 95 | 51 |
| 4” | 76 | 95 | 51 | 64 | 76 | 95 | 114 | 64 |
Source: ASME B16.11-2021. C-F = Centre-to-Face (mm). E-E = End-to-End (mm). Class 3000 SW = approx. Sch 80 bore. Class 6000 SW = approx. Sch 160 bore. Threaded fittings same dimensions, Class 2000/3000/6000.
Stud bolt lengths (mm) including two heavy hex nuts for raised-face flanges. Bolt diameter (Ø) shown per class/size. Add ~3mm for RTJ flanges.
| NPS | # Bolts | Cl 150 L | Ø | Cl 300 L | Ø | Cl 600 L | Ø | Cl 900 L | Ø | Cl 1500 L | Ø | Cl 2500 L | Ø |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| ½” | 4 | 76 | ⅜” | 76 | ⅜” | 102 | ½” | 121 | ָ” | 152 | ¾” | 178 | ” |
| ¾” | 4 | 76 | ⅜” | 89 | ½” | 114 | ָ” | 140 | ¾” | 178 | ” | 216 | 1” |
| 1” | 4 | 89 | ½” | 102 | ½” | 121 | ָ” | 152 | ¾” | 178 | ” | 229 | 1” |
| 1½” | 4 | 102 | ½” | 127 | ָ” | 165 | ¾” | 203 | ” | 254 | 1” | 330 | 1¼” |
| 2” | 4 | 114 | ָ” | 140 | ָ” | 178 | ¾” | 203 | ” | 254 | 1” | 368 | 1¼” |
| 3” | 4 | 127 | ָ” | 152 | ¾” | 203 | ” | 241 | 1” | 305 | 1¼” | 445 | 1½” |
| 4” | 8 | 140 | ָ” | 178 | ¾” | 229 | 1” | 279 | 1Ƹ” | 368 | 1¼” | 521 | 1¾” |
| 6” | 8 | 152 | ¾” | 191 | ¾” | 267 | 1Ƹ” | 330 | 1¼” | 445 | 1½” | 635 | 2” |
| 8” | 8 | 165 | ¾” | 216 | ¾” | 305 | 1Ƹ” | 394 | 1θ” | 533 | 1¾” | 749 | 2¼” |
| 10” | 12 | 178 | ” | 229 | 1” | 343 | 1¼” | 457 | 1ָ” | 622 | 2” | 876 | 2½” |
| 12” | 12 | 191 | ” | 254 | 1” | 381 | 1¼” | 521 | 1¾” | 698 | 2¼” | 991 | 2¾” |
| 14” | 12 | 203 | 1” | 267 | 1Ƹ” | 419 | 1θ” | 559 | 1¾” | — | — | — | — |
| 16” | 16 | 216 | 1” | 279 | 1Ƹ” | 457 | 1½” | 610 | 2” | — | — | — | — |
| 18” | 16 | 229 | 1Ƹ” | 305 | 1¼” | 495 | 1½” | 660 | 2¼” | — | — | — | — |
| 20” | 20 | 241 | 1Ƹ” | 330 | 1¼” | 533 | 1¾” | 711 | 2¼” | — | — | — | — |
| 24” | 20 | 267 | 1¼” | 381 | 1½” | 610 | 2” | 813 | 2¾” | — | — | — | — |
Source: ASME B16.5-2017, Appendix E. L = stud bolt length (mm) including 2 heavy hex nuts. Ø = nominal bolt diameter. Add ~3mm for RTJ flanges. Class 1500 and 2500 not available for NPS 14 and above in B16.5 — refer to ASME B16.47 for large diameter flanges.
Weight per metre for carbon steel pipe (density 7850 kg/m³). Useful for support design, hydrotest calculations, and structural loading. Water weight shown separately for hydrotest.
| NPS | OD (mm) | Sch 40 (kg/m) | Sch 80 (kg/m) | Sch 160 (kg/m) | Water (kg/m) Sch 40 | Total Hydrotest Sch 40 |
|---|---|---|---|---|---|---|
| 1” | 33.4 | 2.50 | 3.24 | 4.24 | 0.56 | 3.06 |
| 1½” | 48.3 | 4.05 | 5.41 | 7.25 | 1.31 | 5.36 |
| 2” | 60.3 | 5.44 | 7.48 | 11.11 | 2.16 | 7.60 |
| 3” | 88.9 | 11.29 | 15.27 | 21.35 | 4.77 | 16.06 |
| 4” | 114.3 | 16.07 | 22.32 | 33.54 | 8.21 | 24.28 |
| 6” | 168.3 | 28.26 | 42.56 | 68.62 | 18.64 | 46.90 |
| 8” | 219.1 | 42.55 | 63.08 | 102.18 | 32.28 | 74.83 |
| 10” | 273.1 | 60.31 | 82.17 | 169.43 | 50.86 | 111.17 |
| 12” | 323.9 | 73.14 | 97.46 | 227.09 | 73.05 | 146.19 |
| 14” | 355.6 | 80.13 | 106.69 | — | 88.75 | 168.88 |
| 16” | 406.4 | 92.27 | 122.97 | — | 117.96 | 210.23 |
| 18” | 457.2 | 104.40 | 139.17 | — | 149.76 | 254.16 |
| 20” | 508.0 | 116.10 | 154.85 | — | 185.12 | 301.22 |
| 24” | 609.6 | 139.87 | 186.85 | — | 266.65 | 406.52 |
Steel density 7850 kg/m³. Water density 1000 kg/m³. Total hydrotest = pipe weight + water weight. For insulated lines, add insulation weight (typically 5–15 kg/m depending on thickness and material). Always verify with your stress engineer’s model.
Common unit conversions for piping design. Pressure, temperature, length, force and flow.
| NPS | DN (mm) | OD (mm) | NPS | DN (mm) | OD (mm) |
|---|---|---|---|---|---|
| ½” | DN 15 | 21.3 | 6” | DN 150 | 168.3 |
| ¾” | DN 20 | 26.7 | 8” | DN 200 | 219.1 |
| 1” | DN 25 | 33.4 | 10” | DN 250 | 273.1 |
| 1¼” | DN 32 | 42.2 | 12” | DN 300 | 323.9 |
| 1½” | DN 40 | 48.3 | 14” | DN 350 | 355.6 |
| 2” | DN 50 | 60.3 | 16” | DN 400 | 406.4 |
| 2½” | DN 65 | 73.0 | 18” | DN 450 | 457.2 |
| 3” | DN 80 | 88.9 | 20” | DN 500 | 508.0 |
| 3½” | DN 90 | 101.6 | 24” | DN 600 | 609.6 |
| 4” | DN 100 | 114.3 | 30” | DN 750 | 762.0 |
| 5” | DN 125 | 141.3 | 36” | DN 900 | 914.4 |
| bar(g) | psi(g) | kPa(g) | MPa(g) | bar(g) | psi(g) | kPa(g) | MPa(g) |
|---|---|---|---|---|---|---|---|
| 1 | 14.50 | 100 | 0.100 | 25 | 362.6 | 2500 | 2.500 |
| 2 | 29.01 | 200 | 0.200 | 50 | 725.2 | 5000 | 5.000 |
| 5 | 72.52 | 500 | 0.500 | 75 | 1087.8 | 7500 | 7.500 |
| 10 | 145.0 | 1000 | 1.000 | 100 | 1450.4 | 10000 | 10.000 |
| 15 | 217.6 | 1500 | 1.500 | 150 | 2175.6 | 15000 | 15.000 |
| 20 | 290.1 | 2000 | 2.000 | 250 | 3625.9 | 25000 | 25.000 |
| °C | °F | °C | °F | °C | °F |
|---|---|---|---|---|---|
| −196 | −320.8 | 100 | 212.0 | 400 | 752.0 |
| −50 | −58.0 | 150 | 302.0 | 450 | 842.0 |
| −29 | −20.2 | 200 | 392.0 | 500 | 932.0 |
| 0 | 32.0 | 250 | 482.0 | 538 | 1000.4 |
| 20 | 68.0 | 300 | 572.0 | 600 | 1112.0 |
| 50 | 122.0 | 350 | 662.0 | 650 | 1202.0 |
Formula: °F = (°C × 9/5) + 32. Formula: °C = (°F − 32) × 5/9. 1 bar = 100 kPa = 0.1 MPa = 14.5038 psi.
Typical insulation thicknesses (mm) for process piping by service temperature and pipe size. Values are indicative — always verify against your project insulation specification.
| NPS | 50–100°C | 100–150°C | 150–200°C | 200–250°C | 250–300°C | 300–400°C | 400–500°C | Cold (<0°C) |
|---|---|---|---|---|---|---|---|---|
| ½”–1” | 25 | 40 | 50 | 65 | 75 | 90 | 115 | 50 |
| 1½”–2” | 25 | 40 | 50 | 65 | 75 | 90 | 115 | 50 |
| 3”–4” | 30 | 50 | 65 | 75 | 90 | 115 | 140 | 65 |
| 6”–8” | 40 | 50 | 75 | 90 | 100 | 130 | 155 | 75 |
| 10”–12” | 40 | 65 | 75 | 90 | 115 | 140 | 165 | 90 |
| 14”–18” | 50 | 65 | 90 | 100 | 115 | 155 | 180 | 90 |
| 20”–24” | 50 | 75 | 90 | 115 | 130 | 165 | 195 | 100 |
Typical values for mineral wool / calcium silicate insulation. Cold insulation typically cellular glass or elastomeric foam. Always verify against project insulation spec — owner specifications frequently override these standard values. Add insulation thickness to pipe OD when checking clearances in 3D model.
| NPS | Bare OD (mm) | + 50mm insul. | + 75mm insul. | + 100mm insul. | Min C-C (50mm) | Min C-C (100mm) |
|---|---|---|---|---|---|---|
| 2” | 60.3 | 160 | 210 | 260 | 160 | 260 |
| 4” | 114.3 | 214 | 264 | 314 | 187 | 287 |
| 6” | 168.3 | 268 | 318 | 368 | 214 | 314 |
| 8” | 219.1 | 319 | 369 | 419 | 240 | 340 |
| 10” | 273.1 | 373 | 423 | 473 | 267 | 367 |
| 12” | 323.9 | 424 | 474 | 524 | 292 | 392 |
Min C-C = minimum centre-to-centre spacing between two pipes of equal size with equal insulation, with 25mm clearance between insulation surfaces. Always check insulation clearances in 3D model with insulation layer turned ON before issuing for construction.
Branch outlet fittings: Weldolet (butt-weld), Sockolet (socket-weld), Threadolet (threaded), Elbolet (elbow branch). Use olet when branch < 50% of header size; use tee when branch ≥ 50% of header. Dimensions in mm.
| Run Pipe | Branch 1” | Branch 1½” | Branch 2” | Branch 3” | Branch 4” | Branch 6” | Branch 8” |
|---|---|---|---|---|---|---|---|
| 2” | 48 | — | — | — | — | — | — |
| 3” | 52 | 57 | 64 | — | — | — | — |
| 4” | 57 | 60 | 70 | 83 | — | — | — |
| 6” | 64 | 67 | 76 | 95 | 111 | — | — |
| 8” | 70 | 73 | 83 | 102 | 121 | 152 | — |
| 10” | 76 | 79 | 89 | 108 | 127 | 165 | 184 |
| 12” | 79 | 83 | 95 | 114 | 133 | 171 | 197 |
| 16” | 86 | 92 | 105 | 127 | 149 | 191 | 222 |
| 20” | 95 | 102 | 117 | 140 | 165 | 210 | 248 |
| 24” | 105 | 111 | 127 | 152 | 178 | 229 | 267 |
| Run Pipe | Sockolet ½” | Sockolet ¾” | Sockolet 1” | Sockolet 1½” | Sockolet 2” | Threadolet ½” | Threadolet 1” | Threadolet 2” |
|---|---|---|---|---|---|---|---|---|
| 2” | 35 | 38 | 44 | 51 | — | 32 | 41 | — |
| 3” | 38 | 41 | 48 | 54 | 60 | 35 | 44 | 57 |
| 4” | 41 | 44 | 51 | 57 | 64 | 38 | 48 | 60 |
| 6” | 44 | 48 | 54 | 60 | 70 | 41 | 51 | 67 |
| 8” | 48 | 51 | 57 | 64 | 76 | 44 | 54 | 73 |
| 12” | 54 | 57 | 64 | 73 | 86 | 51 | 60 | 83 |
Source: MSS SP-97. Heights are approximate — verify with manufacturer data sheets for exact dimensions. Weldolet height = distance from run pipe centreline to top of fitting. Sockolet and Threadolet heights from run pipe OD surface.
Face-to-face (F-F) dimensions (mm) for flanged valves. Critical for isometric dimensioning and spool fabrication. Class 150 and 300 shown — higher classes are shorter in some valve types.
| NPS | Class 150 | Class 300 | Class 600 | Class 900 | Class 1500 |
|---|---|---|---|---|---|
| 1” | 178 | 191 | 222 | 254 | 286 |
| 1½” | 216 | 229 | 254 | 279 | 343 |
| 2” | 229 | 241 | 292 | 318 | 394 |
| 3” | 279 | 305 | 381 | 381 | 470 |
| 4” | 305 | 356 | 457 | 457 | 546 |
| 6” | 394 | 444 | 559 | 610 | 705 |
| 8” | 457 | 521 | 660 | 737 | 864 |
| 10” | 533 | 610 | 787 | 864 | 1054 |
| 12” | 610 | 711 | 914 | 991 | 1232 |
| 16” | 737 | 864 | 1118 | — | — |
| 20” | 838 | 991 | 1321 | — | — |
| 24” | 991 | 1143 | 1549 | — | — |
| NPS | Globe Cl 150 | Globe Cl 300 | Swing Check Cl 150 | Swing Check Cl 300 | Ball Valve Cl 150 | Ball Valve Cl 300 |
|---|---|---|---|---|---|---|
| 1” | 292 | 305 | 178 | 191 | 140 | 165 |
| 1½” | 356 | 368 | 216 | 229 | 165 | 190 |
| 2” | 419 | 432 | 229 | 241 | 178 | 216 |
| 3” | 508 | 559 | 279 | 305 | 203 | 254 |
| 4” | 610 | 660 | 305 | 356 | 229 | 305 |
| 6” | 762 | 813 | 394 | 444 | 267 | 394 |
| 8” | 914 | 1016 | 457 | 521 | 292 | 457 |
| 10” | 1067 | 1168 | 533 | 610 | 330 | 533 |
| 12” | 1219 | 1321 | 610 | 711 | 356 | 610 |
Source: ASME B16.10-2009. All dimensions in mm, flanged raised-face ends. Butterfly valve F-F dimensions per API 609. Control valve F-F varies by manufacturer — always verify with vendor data sheet before finalising isometric.
Standard pipe support types as defined by MSS SP-58. These type numbers are referenced universally in stress reports and piping specifications. Know these cold.
| Type | Name | Function | Typical Use | Notes |
|---|---|---|---|---|
| 1 | Adjustable Pipe Ring Hanger | Vertical load, free lateral & axial | Non-insulated, non-critical | Most common hanger type |
| 2 | Pipe Ring with Extension | Vertical load | Increased clearance needed | Long shank version of Type 1 |
| 3 | Pipe Clamp | Vertical load, restrains pipe | Insulated pipe | Used with rod hangers |
| 5 | Pipe Covering Protection Saddle | Vertical load, protects insulation | Insulated pipe on shoes | Prevents insulation crush |
| 7 | Adjustable Band Hanger | Vertical load | Light service, small bore | Quick installation |
| 9 | Adjustable Swivel Ring | Vertical load, allows swing | Thermal movement expected | Swivels in one plane |
| 10 | Split Ring / Hinged Ring | Vertical load | Where full ring impractical | Easy field installation |
| 24 | Pipe Shoe | Vertical load on insulated pipe | Insulated lines on structure | Extends below insulation to contact steel |
| 35 | Welded Beam Attachment | Attachment to structural steel | Permanent overhead attachment | Requires weld procedure |
| 36 | Beam Clamp | Attachment to structural steel | Temporary or no welding allowed | Quick installation, lower load capacity |
| 37 | Pipe Clamp (heavy) | Vertical load + restraint | Guide base, anchor base | Foundation for guides and stops |
| 38 | Double Bolt Pipe Clamp | Vertical load + lateral restraint | Guide applications | Most common guide type — know this one |
| 39 | Pipe Saddle Support | Vertical load, resting support | Non-insulated pipe on grade/slab | Simple, economical |
| 40 | Adjustable Pipe Saddle | Vertical load, elevation adjustable | Grade-mounted supports | Height adjustable during install |
| 41 | Single Pipe Roll | Vertical load, allows axial movement | Long runs with thermal expansion | Low friction axial movement |
| 42 | Adjustable Roller Hanger | Vertical load + axial movement | Overhead with thermal movement | Roller allows pipe to move |
| 51 | Constant Spring Hanger | Constant vertical load through travel | High-temp lines, critical equipment | Pre-loaded spring, constant force |
| 52 | Variable Spring Hanger | Variable vertical support through travel | Moderate thermal movement | Load varies with deflection — check variability % |
| 54 | Pipe Anchor | Restrains all 6 degrees of freedom | Anchor points in stress analysis | Full restraint — transfers all loads to structure |
| 57 | Snubber / Shock Absorber | Resists dynamic loads, free under static | Seismic, water hammer, PSV reaction | Rigid under dynamic, free under thermal |
| 59 | Sway Brace | Lateral restraint, allows thermal | Lateral bracing, seismic | Spring-loaded, resists lateral dynamic |
Source: MSS SP-58 & MSS SP-69. Types 51 and 52 require spring design by stress engineer. Type 54 (anchor) transfers all forces to structure — verify structural capacity before specifying. Types 37/38 are most common for guides; Type 54 for anchors. Highlighted types are the ones you will encounter on 90% of projects.
Gasket dimensions (mm) for raised-face (RF) and ring-type joint (RTJ) flanges per ASME B16.21 (non-metallic) and B16.20 (metallic). A gasket is single-use — never reuse a gasket.
| NPS | Class 150 OD | Class 150 ID | Class 300 OD | Class 300 ID | Class 600/900 OD | Class 600/900 ID | Class 1500 OD | Class 2500 OD |
|---|---|---|---|---|---|---|---|---|
| ½” | 39.6 | 15.8 | 39.6 | 15.8 | 39.6 | 15.8 | 39.6 | 53.8 |
| 1” | 50.8 | 26.7 | 57.2 | 26.7 | 57.2 | 26.7 | 63.5 | 73.0 |
| 1½” | 66.7 | 38.1 | 73.0 | 38.1 | 73.0 | 38.1 | 82.6 | 101.6 |
| 2” | 82.6 | 50.8 | 88.9 | 50.8 | 88.9 | 50.8 | 101.6 | 123.8 |
| 3” | 107.9 | 77.8 | 120.6 | 77.8 | 120.6 | 77.8 | 133.4 | 165.1 |
| 4” | 133.4 | 102.4 | 149.2 | 102.4 | 149.2 | 102.4 | 161.9 | 196.9 |
| 6” | 184.1 | 154.0 | 200.0 | 154.0 | 200.0 | 154.0 | 219.1 | 263.5 |
| 8” | 235.0 | 203.2 | 254.0 | 203.2 | 254.0 | 203.2 | 279.4 | 323.8 |
| 10” | 285.8 | 254.5 | 308.0 | 254.5 | 308.0 | 254.5 | 342.9 | 387.3 |
| 12” | 336.5 | 304.8 | 365.1 | 304.8 | 365.1 | 304.8 | 406.4 | 469.9 |
| 16” | 438.1 | 387.4 | 469.9 | 387.4 | 469.9 | 387.4 | — | — |
| 20” | 539.7 | 488.9 | 571.5 | 488.9 | 571.5 | 488.9 | — | — |
| 24” | 641.4 | 590.6 | 679.4 | 590.6 | 679.4 | 590.6 | — | — |
| NPS | Class 150 | Class 300 | Class 600 | Class 900 | Class 1500 | Class 2500 |
|---|---|---|---|---|---|---|
| 1” | R11 | R13 | R16 | R16 | R18 | R20 |
| 1½” | R14 | R16 | R20 | R20 | R23 | R26 |
| 2” | R17 | R20 | R23 | R23 | R26 | R31 |
| 3” | R24 | R27 | R31 | R35 | R37 | R41 |
| 4” | R31 | R35 | R37 | R41 | R45 | R49 |
| 6” | R41 | R45 | R47 | R53 | R55 | R63 |
| 8” | R51 | R53 | R55 | R63 | R66 | R74 |
| 10” | R57 | R61 | R65 | R73 | R78 | R84 |
| 12” | R65 | R69 | R73 | R82 | R86 | R90 |
Source: ASME B16.20-2017, B16.21-2016. Spiral wound gaskets: verify inner ring and outer ring requirements per service. RTJ rings: R = oval cross-section (standard), RX = pressure-energised, BX = high-pressure API 6BX service. Always specify ring number on isometric.
Quick reference for branch connection reinforcement requirements. When is a reinforcing pad required? Use this table as a first check — always confirm with stress engineer for critical services.
| Branch / Header Ratio | Preferred Fitting | Reinforcement Typically Required? | Notes |
|---|---|---|---|
| Branch ≥ 0.75 × Header | Equal or Reducing Tee (B16.9) | No — tee is self-reinforced | Best option for large branches |
| 0.5 ≤ Branch < 0.75 × Header | Reducing Tee (B16.9) or Weldolet | Depends on schedule — calc required | Check with stress engineer |
| 0.25 ≤ Branch < 0.5 × Header | Weldolet preferred | Often no — Weldolet self-reinforced | Weldolet inherently reinforced |
| Branch < 0.25 × Header | Sockolet / Threadolet / Weldolet | No for standard schedules | Small bore branch — olet standard |
| Set-on / Set-in Branch | Avoid — use olet or tee | Always required + calc mandatory | Not recommended for pressure services |
| Header NPS | Branch NPS | Min Header Schedule for No Pad (Cl 150 / 300 bar) | Typical Pad Width (mm) | Pad Thickness |
|---|---|---|---|---|
| 4” | 2” | Sch 40 usually adequate | 50 | = branch WT min |
| 6” | 2” | Sch 40 usually adequate | 60 | = branch WT min |
| 6” | 4” | Sch 80 often needed | 100 | = branch WT min |
| 8” | 4” | Sch 40 usually adequate | 100 | = branch WT min |
| 10” | 6” | Sch 80 often needed | 130 | = branch WT min |
| 12” | 8” | Sch 80 often needed | 160 | = branch WT min |
Source: ASME B31.3-2020, Para 304.3. These are guidance values only — actual reinforcement requirement depends on design pressure, temperature, material, and exact wall thicknesses. Always perform the B31.3 area replacement calculation or use your stress engineer’s judgment. A Weldolet or integrally reinforced tee is always preferable to a pad for high-pressure, high-temperature, or cyclic service.
Minimum hydrotest pressure = 1.5 × Design Pressure × (Allowable stress at test temp / Allowable stress at design temp). Pneumatic test = 1.1 × DP. Maximum test pressure limited by yield strength.
| Flange Class | Max Design Pressure at 50°C (bar) | Min Hydrotest Pressure (bar) | Max Hydrotest (yield limited) | Test Medium |
|---|---|---|---|---|
| 150 | 19.6 | 29.4 | ~35 | Water at <50°C |
| 300 | 51.1 | 76.7 | ~90 | Water at <50°C |
| 600 | 102.1 | 153.2 | ~175 | Water at <50°C |
| 900 | 153.2 | 229.8 | ~260 | Water at <50°C |
| 1500 | 255.3 | 382.9 | ~430 | Water at <50°C |
| 2500 | 425.5 | 638.3 | ~710 | Water at <50°C |
| NPS | Class 150 (mm) | Class 300 (mm) | Class 600 (mm) | Class 900 (mm) | Class 1500 (mm) | Material |
|---|---|---|---|---|---|---|
| 2” | 10 | 13 | 19 | 25 | 32 | A105 / A516 Gr70 |
| 3” | 13 | 16 | 22 | 29 | 38 | A105 / A516 Gr70 |
| 4” | 13 | 19 | 25 | 35 | 44 | A105 / A516 Gr70 |
| 6” | 16 | 22 | 32 | 44 | 57 | A105 / A516 Gr70 |
| 8” | 19 | 25 | 38 | 51 | 70 | A105 / A516 Gr70 |
| 10” | 22 | 29 | 44 | 60 | 83 | A105 / A516 Gr70 |
| 12” | 25 | 32 | 51 | 70 | 95 | A105 / A516 Gr70 |
| 16” | 29 | 38 | 64 | — | — | A105 / A516 Gr70 |
| 20” | 35 | 44 | 76 | — | — | A105 / A516 Gr70 |
| 24” | 41 | 51 | 89 | — | — | A105 / A516 Gr70 |
Blind thicknesses are guidance values for full-face contact blinds at test pressure. Always calculate per ASME VIII Div.1 UG-34 or B31.3 para 345. Verify material yield strength. Add corrosion allowance for reusable blinds. Hydrotest temperature must be at least 17°C above the nil-ductility transition temperature of the material.
Maximum allowable forces and moments on equipment nozzles. These are the limits your piping stress analysis must satisfy. Values shown are typical — always verify against vendor datasheet which may differ significantly.
| Nozzle Size | Fx (N) | Fy (N) | Fz (N) | Mx (N·m) | My (N·m) | Mz (N·m) | Fr resultant (N) | Mr resultant (N·m) |
|---|---|---|---|---|---|---|---|---|
| DN 50 (2”) | 1110 | 1480 | 1110 | 540 | 400 | 540 | 2220 | 810 |
| DN 80 (3”) | 1600 | 2140 | 1600 | 810 | 610 | 810 | 3200 | 1220 |
| DN 100 (4”) | 2000 | 2670 | 2000 | 1080 | 810 | 1080 | 4000 | 1620 |
| DN 150 (6”) | 2890 | 3850 | 2890 | 1760 | 1350 | 1760 | 5780 | 2640 |
| DN 200 (8”) | 3780 | 5030 | 3780 | 2700 | 2030 | 2700 | 7560 | 4050 |
| DN 250 (10”) | 4670 | 6230 | 4670 | 3650 | 2700 | 3650 | 9340 | 5400 |
| DN 300 (12”) | 5560 | 7430 | 5560 | 4730 | 3510 | 4730 | 11120 | 7020 |
| Nozzle Size | Max Force Any Direction (N) | Max Moment Any Direction (N·m) | Notes |
|---|---|---|---|
| DN 50 (2”) | 890 | 340 | Inlet/exhaust nozzles |
| DN 100 (4”) | 1780 | 680 | Apply NEMA multipliers for actual turbine |
| DN 150 (6”) | 2670 | 1020 | Vendor datasheet governs — always request |
| DN 200 (8”) | 3560 | 1360 | NEMA values are often conservative minimum |
| DN 250 (10”) | 4450 | 1700 | Some vendors accept 2× NEMA with analysis |
Source: API 610 12th Ed. Table 4, NEMA SM23. These are minimum values — some vendors impose stricter limits, especially for high-speed or high-temperature machines. Always obtain vendor-specific allowables at project start. API 617 (centrifugal compressors) uses similar format — request Table 1 from vendor. Nozzle load compliance is mandatory — exceeding limits can void equipment warranty and cause seal failures.