Ofmjittings, teoretyske gewicht, en fysike parameters fan fjouwerkante stielen buizen

Tabel A, Teoretyske gewicht en fysike parameters fan ôfmjittings foar fjouwerkante stielen buizen

基本尺寸Basis ôfmjittings 截面面积Dwarstrochsneedgebiet 理论重量 Teoretyske gewicht 惯性矩Moment of inertia 截面模数seksjemodulus
A S F G Jx-Jy 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 1.211 0.951 0.505 0.561
20 1 0.743 0.583 0.442 0.442
1.5 1.071 0.841 0.601 0.601
2 1.371 1.076 0.725 0.725
2.5 1.643 1.290 0.817 0.817
22 1 0.823 0.646 0.599 0.544
1.5 1.191 0.935 0.822 0.748
2 1.531 1.202 1.001 0.910
2.5 1.843 1.447 1.140 1.036
25 1.5 1.371 1.077 1.246 0.997
2 1.771 1.390 1.535 1.228
2.5 2.143 1.682 1.770 1.416
3 2.485 1.951 1.955 1.564
30 2 2.171 1.704 2.797 1.865
3 3.085 2.422 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 2.331 1.830 3.450 2.157
3 3.325 2.611 4.569 2.856
3.5 3.780 2.967 4.999 3.124
4 4.205 3.301 5.351 3.344
35 2 2.571 2.018 4.610 2.634
3 3.685 2.893 6.176 3.529
3.5 4.200 3.297 6.799 3.885
4 4.685 3.678 7.324 4.185
36 2 2.651 2.081 5.048 2.804
3 3.805 2.987 6.785 3.769
4 4.845 3.804 8.076 4.487
5 5.771 4.530 8.975 4.986
40 2 2.971 2.332 7.075 3.537
3 4.285 3.364 9.622 4.811
4 5.485 4.306 11.60 5.799
5 6.571 5.158 13.06 6.532
42 2 3.131 2.458 8.265 3.936
3 4.525 3.553 11.30 5.380
4 5.805 4.557 13.69 6.519
5 6.971 5.472 15.51 7.385
45 2 3.371 2.646 10.29 4.574
3 4.885 3.835 14.16 6.293
4 6.285 4.936 17.28 7.679
5 7.571 5.943 19.72 8.763
50 2 3.771 2.960 14.36 5.743
3 5.485 4.306 19.94 7.975
4 7.085 5.562 24.56 9.826
5 8.571 6.728 28.32 11.33
55 2 4.171 3.274 19.38 7.046
3 6.085 4.777 27.11 9.857
4 7.885 6.190 33.66 12.24
5 9.571 7.513 39.11 14.22
60 3 6.685 5.248 35.82 11.94
4 8.685 6.818 44.75 14.92
5 10.57 8.298 52.35 17.45
6 12.34 9.688 58.72 19.57
65 3 7.285 5.719 46.22 14.22
4 9.485 7.446 58.05 17.86
5 11.57 9.083 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 8.074 73.76 21.08
5 12.57 9.868 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
Wannear't S <= 6 mm, R-1.5S, de rekommandearre formule foar it berekkenjen fan it gewicht fan fjouwerkante behear teory wurdt werjûn yn fergeliking (A1);
As S>6mm, R = 2S, wurdt de oanrikkemandearre formule foar it berekkenjen fan it gewicht fan fjouwerkante managementteory werjûn yn fergeliking (A2)
G=0.015 7S (2A-2.858 4S) (A1)
G=0.015 7S (2A-3.287 6S) (A2)
Yn de formule:
G - It teoretysk gewicht fan in fjouwerkante stielen piip (mei in tichtheid fan 7,85 kg/dm3), yn kilogram per meter (kg/m);
A - Side lingte fan fjouwerkante stielen piip, yn millimeters (mm)
S - nominale muorre dikte fan fjouwerkante stielen piip, yn millimeters (mm)

 

 

 

Post tiid: Jun-28-2023