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高层建筑弯矩计算表格

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表3 底层杆端弯矩计算结点杆端传递系数分配系数固端弯矩(KN*M)节点E弯矩分配传递节点F弯矩分配传递节点G弯矩分配传递节点H弯矩分配传递节点G弯矩分配传递节点F弯矩分配传递节点E弯矩分配传递节点F弯矩分配传递节点G弯矩分配传递节点H弯矩分配传递节点G弯矩分配传递节点F弯矩分配传递节点E弯矩分配传递节点G弯矩分配传递节点F弯矩分配节点H弯矩分配最后弯矩(KN*M)4.33-2.623.74-2.268.6611.21-19.8729.97-5.23-6.78-17.9517.966.785.23-29.96-0.03-0.01-0.020.050.07-0.110.11-0.220.050.08-0.07-0.0319.87-0.01-8.66-0.02-11.210.150.040.030.060.03-0.11-0.140.08-0.560.15-0.280.040.031.151.49-1.272.26-0.12-2.1.13-0.24-0.12-0.16-0.610.95-0.301.910.490.380.75-0.290.060.37-0.570.03-0.29-0.38-1.29-1.672.21-6.4.43-3.231.150.7.469.65////AAEBBFIIEJJFEA1/20.235EI1/30.304EEF1/20.461-31.7414.63-3.62FE1/20.21231.747.32-7.25-3.69-4.79-18.479.75-9.2319.505.063.907.66-8.201.743.83-16.400.87-8.36-10.81FB1/20.108FFJ1/30.14FG1/20.-4.86GF1/20.4.86GK1/30.14GGC1/20.108GH1/20.212-31.74HG1/20.46131.74HD1/20.235HHL1/30.304不平衡弯矩不平衡弯矩再分配最终弯矩-0.817.85AAEBBFIIEJJFEAEI3.46-1.0513.61EEFFEFB-1.60-21.460.4530.420.23-5.00FFJ-2.130.30-8.611.15-16.80-1.1516.812.13-0.308.61GFGGFGKGCGHHGHD-0.235.00-0.45-30.411.6021.470.81-7.85HHL-3.461.05-13.62结点杆端KKGDDHGCGLLH////2.26-4.332.61-3.74KKGDDHGCGLLH

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