风荷载标准值计算2.xlsVIP免费

楼层号ξvμzβzi14.750.291.150.450.741.20280428.650.531.150.450.741.370642312.550.761.150.450.741.531486416.4511.150.450.751.69楼层号μzβziμsihihj416.450.751.691.30.53.90312.550.741.531.30.53.93.928.650.741.371.30.53.93.914.750.741.21.30.54.753.9层号4132.54450700.006300.000.0141.850.351.373369.33450700.006300.000.0145.160.401.562581.35450700.006300.000.0148.130.451.761787.30297900.004600.000.01512.160.593.11层号4132.54450700.0010000.000.0222.940.391.543369.33450700.0010000.000.0228.190.451.762581.35450700.0010000.000.02212.900.491.931787.30297900.005800.000.01915.330.552.89离地高度z(m)相对高度z/h离地高度z(m)w0(kN/㎡)A、D柱剪力和柱端弯矩计算B、C柱剪力和柱端弯矩计算(kN)iVDimD/imDDimVyhy(kN)iVDimD/imDDimVyhyAiF/(kN)160.875132.5409321.75236.7855321.75212.0236356.8125205.9522h4.702.533.904.712.088.053.9014.6117.4314.263.9025.4826.0137.825.2540.27h6.954.523.906.953.263.691.153.5117.5814.383.9022.110.3711.733.6211.1725.6624.853.9040.0418.7921.256.4220.2336.2144.305.2561.0628.6632.409.9930.861.152.364.779.9111.1923.7221.1844.59MAB/MDCM和MBA/MCDMBC/MCBVAB/VCDVBCcM上cM下cM上cM下