ਸਾਰਣੀ A, ਵਰਗ ਸਟੀਲ ਪਾਈਪਾਂ ਲਈ ਸਿਧਾਂਤਕ ਭਾਰ ਅਤੇ ਮਾਪਾਂ ਦੇ ਭੌਤਿਕ ਮਾਪਦੰਡ
基本尺寸ਮੂਲ ਮਾਪ | 截面面积ਕਰਾਸ-ਸੈਕਸ਼ਨਲ ਖੇਤਰ | 理论重量ਸਿਧਾਂਤਕ ਭਾਰ | 惯性矩ਜੜਤਾ ਦਾ ਪਲ | 截面模数ਸੈਕਸ਼ਨ ਮਾਡਿਊਲਸ | |
A | S | F | G | ਜੇਐਕਸ-ਜੇ | Wx-Wy |
MM | c㎡ | kg/m | cm⁴ | cm3 | |
12 | 0.8 | 0. 347 | 0.273 | 0.072 | 0.119 |
1 | 0. 423 | 0.332 | 0.084 | 0.140 | |
14 | 1 | 0.503 | 0. 395 | 0.139 | 0.199 |
1.5 | 0.711 | 0. 558 | 0.181 | 0.259 | |
16 | 1 | 0. 583 | 0. 458 | 0.216 | 0.270 |
1.5 | 0. 831 | 0. 653 | 0.286 | 0. 357 | |
18 | 1 | 0. 663 | 0.520 | 0.315 | 0. 351 |
1.5 | 0. 951 | 0. 747 | 0. 424 | 0. 471 | |
2 | ੧.੨੧੧ | 0. 951 | 0.505 | 0. 561 | |
20 | 1 | 0. 743 | 0. 583 | 0. 442 | 0. 442 |
1.5 | ੧.੦੭੧ | 0. 841 | 0.601 | 0.601 | |
2 | ੧.੩੭੧ | ੧.੦੭੬ | 0.725 | 0.725 | |
2.5 | ੧.੬੪੩ | 1. 290 | 0. 817 | 0. 817 | |
22 | 1 | 0. 823 | 0. 646 | 0. 599 | 0. 544 |
1.5 | ੧.੧੯੧ | 0. 935 | 0. 822 | 0. 748 | |
2 | ੧.੫੩੧ | 1.202 | 1.001 | 0. 910 | |
2.5 | ੧.੮੪੩ | ੧.੪੪੭ | ੧.੧੪੦ | ੧.੦੩੬ | |
25 | 1.5 | ੧.੩੭੧ | ੧.੦੭੭ | ੧.੨੪੬ | 0. 997 |
2 | ੧.੭੭੧ | 1. 390 | ੧.੫੩੫ | ੧.੨੨੮ | |
2.5 | ੨.੧੪੩ | ੧.੬੮੨ | 1. 770 | ੧.੪੧੬ | |
3 | 2. 485 | 1. 951 | 1. 955 | ੧.੫੬੪ | |
30 | 2 | ੨.੧੭੧ ॥ | ੧.੭੦੪ | 2. 797 | ੧.੮੬੫ |
3 | 3. 085 | ੨.੪੨੨ | 3. 670 | 2. 447 | |
3.5 | 3.500 | 2. 747 | 3. 996 | 2. 664 | |
4 | 3. 885 | 3.050 | 4. 256 | 2. 837 | |
32 | 2 | ੨.੩੩੧ | 1. 830 | 3. 450 | 2. 157 |
3 | 3. 325 | ੨.੬੧੧ | 4. 569 | 2. 856 | |
3.5 | 3. 780 | 2. 967 | 4. 999 | ੩.੧੨੪ | |
4 | 4.205 | 3. 301 | 5. 351 | 3. 344 | |
35 | 2 | 2. 571 | 2.018 | 4. 610 | ੨.੬੩੪ |
3 | 3. 685 | 2. 893 | ੬.੧੭੬ | 3. 529 | |
3.5 | 4.200 | 3. 297 | 6. 799 | 3. 885 | |
4 | 4. 685 | 3. 678 | 7.324 | ੪.੧੮੫ | |
36 | 2 | 2. 651 | ੨.੦੮੧ | ੫.੦੪੮ | 2. 804 |
3 | 3. 805 | 2. 987 | 6. 785 | 3. 769 | |
4 | ੪.੮੪੫ | 3. 804 | ੮.੦੭੬ | ੪.੪੮੭ | |
5 | 5. 771 | 4. 530 | 8. 975 | 4. 986 | |
40 | 2 | 2. 971 | 2. 332 | ੭.੦੭੫ | 3. 537 |
3 | 4. 285 | 3. 364 | ੯.੬੨੨ | ੪.੮੧੧ | |
4 | 5. 485 | 4.306 | 11.60 | 5. 799 | |
5 | ੬.੫੭੧ | 5. 158 | 13.06 | ੬.੫੩੨ | |
42 | 2 | ੩.੧੩੧ | 2. 458 | ੮.੨੬੫ | 3. 936 |
3 | 4. 525 | 3. 553 | 11.30 | 5. 380 | |
4 | 5. 805 | 4. 557 | 13.69 | 6. 519 | |
5 | 6. 971 | ੫.੪੭੨ ॥ | 15.51 | 7.385 | |
45 | 2 | 3. 371 | 2. 646 | 10.29 | ੪.੫੭੪ |
3 | 4. 885 | 3. 835 | 14.16 | ੬.੨੯੩ | |
4 | ੬.੨੮੫ | 4. 936 | 17.28 | ੭.੬੭੯ | |
5 | ੭.੫੭੧ ॥ | 5. 943 | 19.72 | ੮.੭੬੩ | |
50 | 2 | 3. 771 | 2. 960 | 14.36 | 5. 743 |
3 | 5. 485 | 4.306 | 19.94 | 7. 975 | |
4 | ੭.੦੮੫ | 5. 562 | 24.56 | ੯.੮੨੬ | |
5 | ੮.੫੭੧ ॥ | ੬.੭੨੮ | 28.32 | 11.33 | |
55 | 2 | ੪.੧੭੧ ॥ | 3. 274 | 19.38 | ੭.੦੪੬ |
3 | ੬.੦੮੫ | 4. 777 | 27.11 | ੯.੮੫੭ | |
4 | 7. 885 | 6.190 | 33.66 | 12.24 | |
5 | ੯.੫੭੧ ॥ | 7.513 | 39.11 | 14.22 | |
60 | 3 | ੬.੬੮੫ | ੫.੨੪੮ | 35.82 | 11.94 |
4 | ੮.੬੮੫ | ੬.੮੧੮ | 44.75 | 14.92 | |
5 | 10.57 | ੮.੨੯੮ | 52.35 | 17.45 | |
6 | 12.34 | ੯.੬੮੮ | 58.72 | 19.57 | |
65 | 3 | ੭.੨੮੫ | 5. 719 | 46.22 | 14.22 |
4 | ੯.੪੮੫ | ੭.੪੪੬ | 58.05 | 17.86 | |
5 | 11.57 | ੯.੦੮੩ | 68.29 | 21.01 | |
6 | 13.54 | 10.63 | 77.03 | 23.70 | |
70 | 3 | 7. 885 | 6.190 | 58.46 | 16.70 |
4 | 10.29 | ੮.੦੭੪ | 73.76 | 21.08 | |
5 | 12.57 | ੯.੮੬੮ | 87.18 | 24.91 | |
6 | 14.74 | 11.57 | 98.81 | 28.23 | |
75 | 4 | 11.09 | 8. 702 | 92.08 | 24.55 |
5 | 13.57 | 10.65 | 109.3 | 29.14 | |
6 | 15.94 | 12.51 | 124.4 | 33.16 | |
8 | 19.79 | 15.54 | 141.4 | 37.72 | |
80 | 4 | 11.89 | 9.330 | 113.2 | 28.30 |
5 | 14.57 | 11.44 | 134.8 | 33.70 | |
6 | 17.14 | 13.46 | 154.0 | 38.49 | |
8 | 21.39 | 16.79 | 177.2 | 44.30 | |
90 | 4 | 13.49 | 10.59 | 164.7 | 36.59 |
5 | 16.57 | 13.01 | 197.2 | 43.82 | |
6 | 19.54 | 15.34 | 226.6 | 50.35 | |
8 | 24.59 | 19.30 | 265.8 | 59.06 | |
100 | 5 | 18.57 | 14.58 | 276.4 | 55.27 |
6 | 21.94 | 17.22 | 319.0 | 63.80 | |
8 | 27.79 | 21.82 | 379.8 | 75.95 | |
10 | 33.42 | 26.24 | 432.6 | 86.52 | |
108 | 5 | 20.17 | 15.83 | 353.1 | 65.39 |
6 | 23.86 | 18.73 | 408.9 | 75.72 | |
8 | 30.35 | 23.83 | 491.4 | 91.00 | |
10 | 36.62 | 28.75 | 564.3 | 104.5 | |
120 | 6 | 26.74 | 20.99 | 573.1 | 95.51 |
8 | 34.19 | 26.84 | 696.8 | 116.1 | |
10 | 41.42 | 32.52 | 807.9 | 134.7 | |
12 | 48.13 | 37.78 | 897.0 | 149.5 | |
125 | 6 | 27.94 | 21.93 | 652.7 | 104.4 |
8 | 35.79 | 28.10 | 797.0 | 127.5 | |
10 | 43.42 | 34.09 | 927.2 | 148.3 | |
12 | 50.53 | 39.67 | 1033.2 | 165.3 | |
130 | 6 | 29.14 | 22.88 | 739.5 | 113.8 |
8 | 37.39 | 29.35 | 906.3 | 139.4 | |
10 | 45.42 | 35.66 | 1057.6 | 162.7 | |
12 | 52.93 | 41.55 | 1182.5 | 181.9 | |
140 | 6 | 31.54 | 24.76 | 935.3 | 133.6 |
8 | 40.59 | 31.86 | 1153.9 | 164.8 | |
10 | 49.42 | 38.80 | 1354.1 | 193.4 | |
12 | 57.73 | 45.32 | 1522.8 | 217.5 | |
150 | 8 | 43.79 | 34.38 | 1443.0 | 192.4 |
10 | 53.42 | 41.94 | 1701.2 | 226.8 | |
12 | 62.53 | 49.09 | 1922.6 | 256.3 | |
14 | 71.11 | 55.82 | 2109.2 | 281.2 | |
160 | 8 | 46.99 | 36.89 | 1776.7 | 222.1 |
10 | 57.42 | 45.08 | 2103.1 | 262.9 | |
12 | 67.33 | 52.86 | 2386.8 | 298.4 | |
14 | 76.71 | 60.22 | 2630.1 | 328.8 | |
180 | 8 | 53.39 | 41.91 | 2590.7 | 287.9 |
10 | 65.42 | 51.36 | 3086.9 | 343.0 | |
12 | 76.93 | 60.39 | 3527.6 | 392.0 | |
14 | 87.91 | 69.01 | 3915.3 | 435.0 | |
200 | 10 | 73.42 | 57.64 | 4337.6 | 433.8 |
12 | 86.53 | 67.93 | 4983.6 | 498.4 | |
14 | 99.11 | 77.80 | 5562.3 | 556.2 | |
16 | 111.2 | 87.27 | 6076.4 | 607.6 | |
250 | 10 | 93.42 | 73.34 | 8841.9 | 707.3 |
12 | 110.5 | 86.77 | 10254.2 | 820.3 | |
14 | 127.1 | 99.78 | 11556.2 | 924.5 | |
16 | 143.2 | 112.4 | 12751.4 | 1020.1 | |
280 | 10 | 105.4 | 82.76 | 12648.9 | 903.5 |
12 | 124.9 | 98.07 | 14726.8 | 1051.9 | |
14 | 143.9 | 113.0 | 16663.5 | 1190.2 | |
16 | 162.4 | 127.5 | 18462.8 | 1318.8 | |
ਜਦੋਂ S<=6 mm, R-1.5S, ਵਰਗ ਪ੍ਰਬੰਧਨ ਥਿਊਰੀ ਦੇ ਭਾਰ ਦੀ ਗਣਨਾ ਕਰਨ ਲਈ ਸਿਫ਼ਾਰਸ਼ੀ ਫਾਰਮੂਲਾ ਸਮੀਕਰਨ (A1) ਵਿੱਚ ਦਿਖਾਇਆ ਗਿਆ ਹੈ; ਜਦੋਂ S>6mm, R=2S, ਵਰਗ ਪ੍ਰਬੰਧਨ ਥਿਊਰੀ ਦੇ ਭਾਰ ਦੀ ਗਣਨਾ ਕਰਨ ਲਈ ਸਿਫ਼ਾਰਿਸ਼ ਕੀਤਾ ਫਾਰਮੂਲਾ ਸਮੀਕਰਨ (A2) ਵਿੱਚ ਦਿਖਾਇਆ ਗਿਆ ਹੈ। G=0.015 7S (2A-2.858 4S) (A1) G=0.015 7S (2A-3.287 6S) (A2) ਫਾਰਮੂਲੇ ਵਿੱਚ: G - ਇੱਕ ਵਰਗ ਸਟੀਲ ਪਾਈਪ ਦਾ ਸਿਧਾਂਤਕ ਭਾਰ (7.85 kg/dm3 ਦੀ ਘਣਤਾ ਦੇ ਨਾਲ), ਕਿਲੋਗ੍ਰਾਮ ਪ੍ਰਤੀ ਮੀਟਰ (kg/m); A - ਵਰਗ ਸਟੀਲ ਪਾਈਪ ਦੀ ਸਾਈਡ ਲੰਬਾਈ, ਮਿਲੀਮੀਟਰ (ਮਿਲੀਮੀਟਰ) ਵਿੱਚ S - ਵਰਗ ਸਟੀਲ ਪਾਈਪ ਦੀ ਮਾਮੂਲੀ ਕੰਧ ਮੋਟਾਈ, ਮਿਲੀਮੀਟਰ (ਮਿਲੀਮੀਟਰ) ਵਿੱਚ |
ਪੋਸਟ ਟਾਈਮ: ਜੂਨ-28-2023