1、柱柱子子斜斜截截面面受受剪剪承承载载力力计计算算表表计算公式1层A柱内力组合1|M|/kNm273.45N/kN1638.62|V|/kN126.32bh/mmmm700700H/m540660 3.09248620330.942857143截面尺寸要求1928.85V满足2454.91638.62是否构造配箍424.8681598V是取井字复合箍410二级抗震加密区sMin（8d，100mm）实际配箍非加密区410150加密区41080实际箍筋加密区长度取值H0/6633柱子长边尺寸700最终值柱全长柱子轴压比0.200246853柱子最小配箍特征值0.08箍筋加密区体积配箍率0.63619
2、0476采用井字箍筋是是否满足要求0.6%满足v/vcyvffrl=4层A柱内力组合7层A柱内力组合1层B柱内力组合111167.32129.5277.48965.5353.524645.865.8444.3536.967007007007007007003.23.2540404066066066040.92954994.17136414910.725108233330.9428571430.9428571430.9428571431928.851928.851928.85V满足V满足V满足2454.92454.92454.9965.5353.522454.997.85827989270.20
3、29108280.1017022V是V是V是410410410Min（8d，100mm）Min（8d，100mm）Min（8d，100mm）513513633700700700700700柱全长0.1179885130.043201760.5677453260.080.080.120.6361904760.6361904760.9542857140.6%满足0.6%满足0.6%满足4层B柱内力组合8层B柱内力组合1层D柱内力组合111180.69101.39262.132806.12507.986457.180.13182.7647.527007007007007507503.23.25404
4、0406606607101985.6043960.7925304077.3549382720.6%满足0.6%满足0.6%满足410150410804层D柱内力组合8层D柱内力组合1层E柱内力组合111105.3162.59219.413948.24463.33739.0599.19434.8265.057007007007007007003.23.254040406606606601.5167139540.2056351734.8184912720.6%满足0.6%满足0.6%满足4层E柱内力组合7层E柱内力组合1113.160.62085.02551.944.8452.987007007007003.23.240406606603.8665879571.6340397990.6%满足0.6%满足
