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1、柱柱子子斜斜截截面面受受剪剪承承載載力力計計算算表表計算公式1層A柱內力組合1|M|/kNm273.45N/kN1638.62|V|/kN126.32bh/mmmm700700H/m540660 3.09248620330.942857143截面尺寸要求1928.85V滿足2454.91638.62是否構造配箍424.8681598V是取井字復合箍410二級抗震加密區sMin（8d，100mm）實際配箍非加密區410150加密區41080實際箍筋加密區長度取值H0/6633柱子長邊尺寸700最終值柱全長柱子軸壓比0.200246853柱子最小配箍特征值0.08箍筋加密區體積配箍率0.636192、0476采用井字箍筋是是否滿足要求0.6%滿足v/vcyvffrl=4層A柱內力組合7層A柱內力組合1層B柱內力組合111167.32129.5277.48965.5353.524645.865.8444.3536.967007007007007007003.23.2540404066066066040.92954994.17136414910.725108233330.9428571430.9428571430.9428571431928.851928.851928.85V滿足V滿足V滿足2454.92454.92454.9965.5353.522454.997.85827989270.203、29108280.1017022V是V是V是410410410Min（8d，100mm）Min（8d，100mm）Min（8d，100mm）513513633700700700700700柱全長0.1179885130.043201760.5677453260.080.080.120.6361904760.6361904760.9542857140.6%滿足0.6%滿足0.6%滿足4層B柱內力組合8層B柱內力組合1層D柱內力組合111180.69101.39262.132806.12507.986457.180.13182.7647.527007007007007507503.23.254044、0406606607101985.6043960.7925304077.3549382720.6%滿足0.6%滿足0.6%滿足410150410804層D柱內力組合8層D柱內力組合1層E柱內力組合111105.3162.59219.413948.24463.33739.0599.19434.8265.057007007007007007003.23.254040406606606601.5167139540.2056351734.8184912720.6%滿足0.6%滿足0.6%滿足4層E柱內力組合7層E柱內力組合1113.160.62085.02551.944.8452.987007007007003.23.240406606603.8665879571.6340397990.6%滿足0.6%滿足