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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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