竖向荷载作用下的迭代计算

F/kN e/m M=F*e/(kN*m)F/kN e/m

M=F*e/(kN*m)

23.730.08 1.898421.760.1

2.1762

3.640.08 1.891213.790.1 1.37920.230.08 1.618423.450.1 2.34521.980.08 1.75842

4.560.1 2.45618.50.08 1.48 2.740.10.2743.40.08

0.272 6.38

0.10.6387.120.1

0.712

第一跨梁端弯矩值=q*l*l/12q/(kN/m)l/m M/(kN*m)

18.83 6.8272.9857076724.75 6.8295.93182521.12 6.8281.86182422.33 6.8286.55182433活载

2.97 6.8211.511819

第二跨梁端弯矩值M1=q*l*l/3,M2=q*l*l/6q/(kN/m)l/m M1/(kN*m)M2/(kN*m)

12.59 1.1 5.0779666672.538983312.87 1.1 5.1909 2.5954510.9 1.1 4.3963333332.198166712.11 1.1 4.8843666672.44218331.38 1.10.55660.27831.72 1.10.6937333330.3468667

活载

恒载

活载

恒载

活载

恒载恒载

层号7 1.972.99-71.09 2.176 5.07865.73174 2.5389836 1.8995.93-94.04 1.379 5.19189.36193 2.595455 1.6281.86-80.24

2.345 4.39675.12049 2.1981674 1.6281.86-80.24 2.345 4.39675.12049 2.1981673 1.6281.86-80.24 2.345 4.39675.12049 2.1981672 1.6281.86-80.24 2.345 4.39675.12049 2.1981671 1.76

86.55-84.79 2.456

4.88479.21146 2.442183

层号70.2711.51-11.240.6380.55710.317220.278360.2711.51-11.240.7120.69410.106090.34686750.2711.51-11.240.7120.69410.106090.34686740.2711.51-11.240.7120.69410.106090.34686730.2711.51-11.240.7120.69410.106090.34686720.2711.51-11.240.7120.69410.106090.3468671

0.2711.51

-11.240.7120.694

10.106090.346867

A轴A轴B轴B轴