截面特性计算
方管截面特性计算
t b h W I g
410010047236 6.28
3200250205255710.5975
325016013811079.6555
配筋计算
钢筋面积根数直径直径根数钢筋面积64502818121113.10
55502418241452.39 -509218161201.06 +137210301706.86 10691211201314.16
圆管截面
重量(Kg/M)外径(mm)内径(mm)厚度(mm)面积mm2Ix0(cm4)Wx0(cm3)ix0(mm)
1.823227
2.5231.69 2.54 1.5910.47
10.8511410641382.30209.4036.7438.92
98.03800790512487.8398687.022467.18281.08
34.2335134344360.536565.65374.11122.69
2.001809254.470.520.57 4.50
8.38898141068.1496.7121.7330.09
0.00181850.000.000.00 6.36
重量kg
0.89
3.55
1.58
5.55
2.47
d/t Wp
12.80 3.23
28.5074.82 160.005024.80
87.75761.94
2.00 1.17
22.2544.26
3.600.00
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