立杆承载力计算表

立杆承载力计算表

钢管允许应力,MPa205外径,mm48壁厚,mm 2.7回转半径i,mm16.0443915面积,mm2384.0534

计算长度,mm长细比查表计算得

φ

承载力,

kN

承载力,

kN

2160134.6264830.3728675929.356218229.36 144089.75098840.6624940752.158785552.16 80049.86166020.852*******.111441767.11 90056.09436780.831716965.481858965.48 100062.32707530.808691763.669063363.67 110068.55978280.7812010961.504701361.50 120074.79249040.7510375559.129897459.13 130081.02519790.7158488156.359454956.36 140087.25790540.6781946653.39490853.39 150093.4906130.6375657150.196152150.20 160099.72332050.5899367646.446279546.45 1700105.9560280.544307842.853868942.85 1800112.1887360.5008675939.433779439.43 1900118.4214430.4614713436.332075736.33 2000124.6541510.4247292533.439335833.44 2100130.8868580.3915657130.828339130.83 2200137.1195660.3614021728.453535228.45 2300143.3522730.3345909126.34265926.34 2400149.5849810.3096600824.379831124.38 2500155.8176880.2877292522.653196122.65 2600162.0503960.2678488121.087990721.09 2700168.2831030.2501506919.694600719.69 2800174.5158110.2334525718.379941718.38 2900180.7485180.2185029617.202945217.20 3000186.9812260.2050375516.142800316.14

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