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1、按照上表打算所得的弯矩值打算Vb，并同上表的结果比较得梁剪力方案值V，打算过程见下表打算公式为：梁剪力方案值打算表楼层梁MblMbrlnVGbVbV五BC4.7480.296.4597.58112.08112.08CD-31.9666.003.434.8345.8445.84四BC19.04114.386.45108.35131.10131.10CD16.6650.463.428.8850.6050.60三BC55.35136.686.45108.35141.10141.10CD48.0351.133.428.8860.9660.96二BC84.05152.426.45108.35148.68
2、148.68CD69.9751.033.428.8868.0368.03一BC103.81169.356.45108.35154.94154.94CD94.2754.893.428.8877.1477.14柱内力组合打算过程见下页柱内力组算打算表，弯矩以顺时针为正，轴力以受压为正按照柱内力组算打算表打算所得的弯矩值打算柱剪力方案值，打算见下表打算公式为：柱剪力方案值打算表楼层柱MctMcbHnVc五边柱104.1477.703.262.51中柱94.2278.673.259.43四边柱107.0598.063.270.51中柱112.15112.653.277.28三边柱121.81118.793.282.71中柱137.14137.063.294.26二边柱132.78137.733.292.99中柱154.46157.293.2107.16一边柱117.58152.874.369.18中柱178.08199.424.396.57