“Theoretical Weight Chart for Equal Tee” is a valuable resource designed to assist professionals and industries engaged in pipe fitting applications that adhere to the standards of ASME B16.9 and GB/T12459-2005. This comprehensive chart provides theoretical weight data for equal tees, a fundamental component in piping systems, with measurements specified in kilograms (kg).
Theoretical Weight Chart for Equal Tee
ASME B16.9 GB/T12459-2005 Unit: Kilograms (kg)
DN | NPS | SCH20 | SCH30 | STD | SCH40 | SCH60 | XS | SCH80 | SCH100 | SCH120 | SCH140 | SCH160 | XXS |
15 | 1/2 | – | 0.15 | 0.16 | 0.16 | – | 0.2 | 0.2 | – | – | – | 0.25 | 0.35 |
20 | 3/4 | – | 0.18 | 0.2 | 0.2 | – | 0.3 | 0.3 | – | – | – | 0.35 | 0.45 |
25 | 1 | – | 0.27 | 0.28 | 0.28 | – | 0.45 | 0.45 | – | – | – | 0.54 | 0.77 |
32 | 1 ¼ | – | 0.46 | 0.55 | 0.55 | – | 0.7 | 0.7 | – | – | – | 0.91 | 1.26 |
40 | 1 ½ | – | 0.68 | 0.78 | 0.78 | – | 1.25 | 1.25 | – | – | – | 1.39 | 1.83 |
50 | 2 | – | 0.96 | 1.17 | 1.17 | – | 1.61 | 1.61 | – | – | – | 2.39 | 2.89 |
65 | 2 ½ | – | 2.06 | 2.21 | 2.21 | – | 2.92 | 2.92 | – | – | – | 3.81 | 5.21 |
80 | 3 | – | 2.87 | 3.23 | 3.23 | – | 4.42 | 4.42 | – | – | – | 6.17 | 8.01 |
90 | 3 ½ | – | 3.65 | 4.33 | 4.33 | – | 5.95 | 5.95 | – | – | – | – | – |
100 | 4 | – | 4.56 | 5.68 | 5.68 | – | 7.88 | 7.88 | – | 10 | – | 11.8 | 14.5 |
125 | 5 | – | – | 9.08 | 9.08 | – | 12.9 | 12.9 | – | 16.8 | – | 20.5 | 24 |
150 | 6 | – | – | 13.6 | 13.6 | – | 20.5 | 20.5 | – | 26.1 | – | 32.5 | 38.1 |
200 | 8 | 17.5 | 22 | 25.5 | 25.5 | 31.8 | 38.7 | 38.7 | 45.4 | 54.1 | 60.4 | 66.6 | 64.6 |
250 | 10 | 28 | 37.1 | 44.8 | 44.8 | 59.2 | 59.2 | 69.7 | 83.3 | 96.6 | 113 | 125 | 113 |
300 | 12 | 42.6 | 55.7 | 63.1 | 68.1 | 93 | 83.2 | 112 | 137 | 160 | 178 | 204 | 160 |
350 | 14 | 64.5 | 76.3 | 76.3 | 88.7 | 119 | 101 | 148 | 183 | 211 | 238 | 264 | – |
400 | 16 | 78.2 | 95.7 | 95.7 | 126 | 164 | 126 | 191 | 252 | 294 | 342 | 375 | – |
450 | 18 | 102 | 141 | 121 | 179 | 237 | 160 | 269 | 357 | 419 | 471 | 529 | – |
500 | 20 | 168 | 198 | 150 | 235 | 317 | 190 | 365 | 489 | 566 | 651 | 724 | – |
550 | 22 | 185 | 241 | 182 | – | 414 | 241 | 482 | 636 | 743 | 846 | 947 | – |
600 | 24 | 222 | 305 | 205 | 340 | 516 | 272 | 589 | 796 | 930 | 1046 | 1174 | – |
650 | 26 | 340 | – | 254 | – | – | 337 | – | – | – | – | – | – |
700 | 28 | 390 | 478 | 289 | – | – | 383 | – | – | – | – | – | – |
750 | 30 | 420 | 549 | 332 | – | – | 441 | – | – | – | – | – | – |
800 | 32 | 480 | 627 | 379 | 631 | – | 503 | – | – | – | – | – | – |
850 | 34 | 540 | 709 | 429 | 714 | – | 569 | – | – | – | – | – | – |
900 | 36 | 610 | 796 | 481 | 872 | – | 639 | – | – | – | – | – | – |
950 | 38 | – | – | 537 | – | – | 713 | – | – | – | – | – | – |
1000 | 40 | – | – | 598 | – | – | 791 | – | – | – | – | – | – |
1050 | 42 | – | – | 636 | – | – | 846 | – | – | – | – | – | – |
1100 | 44 | – | – | 712 | – | – | 946 | – | – | – | – | – | – |
1150 | 46 | – | – | 779 | – | – | 995 | – | – | – | – | – | – |
1200 | 48 | – | – | 850 | – | – | 1080 | – | – | – | – | – | – |
1300 | 52 | – | – | 917 | – | – | – | – | – | – | – | – | – |
1400 | 56 | – | – | 1065 | – | – | – | – | – | – | – | – | – |
1500 | 60 | – | – | 1226 | – | – | – | – | – | – | – | – | – |
1600 | 64 | – | – | 1398 | – | – | – | – | – | – | – | – | – |
1700 | 68 | – | – | 1580 | – | – | – | – | – | – | – | – | – |
1800 | 72 | – | – | 1740 | – | – | – | – | – | – | – | – | – |
1900 | 76 | – | – | 1980 | – | – | – | – | – | – | – | – | – |
2000 | 80 | – | – | 2290 | – | – | – | – | – | – | – | – | – |
