柱非抗震斜截面受剪承载力计算 (2).xlsVIP免费

计算公式1|M|/kN·m25.77N/kN2250.55|V|/kN15.5b×h/mm×mm700×700H/m5406602.519061583577710.942857142857143截面尺寸要求1928.852454.92250.55是否构造配箍518.2440375取井字复合箍410s实际配箍非加密区加密区1层A柱内力组合＞V满足＞V是＜250柱子斜截面受剪承载力计算表1111112.35108.4728.6198.971235.84443.245234.773508.8550.2483.7517.1659.98700×700700×700700×700700×7003.23.253.2404040406606606606603.388281702374061.962369968340122.526135480680942.500075782836730.9428571428571430.9428571428571430.9428571428571430.9428571428571431928.851928.851928.851928.852454.92454.92454.92454.91235.84443.242454.92454.9375.766665855167459.51649357843726.415814181833608.2816475524844104104104104层A柱内力组合7层A柱内力组合1层B柱内力组合4层B柱内力组合＞V满足＞V满足＞V满足＞V满足＞V是＞V是＞V是＞V是＜250＜250＜250＜250面受剪承载力计算表1111124.4211.4134.4866.28555.27263.174375.99431.84118.126.8620.8290.43700×700750×750700×700700×7003.253.23.2404040406607106606601.595963016552252.342627191721762.509242278694731.110519102335980.9428571428571430.9466666666666670.9428571428571430.9428571428571431928.852223.18751928.851928.852454.92454.92454.92454.9555.22454.92454.9431.84527.832830413402946.11466861725668.034137332957631.666142403135410410410410410@150410@1008层B柱内力组合1层D柱内力组合4层D柱内力组合8层D柱内力组合＞V满足＞V满足＞V满足＞V满足＞V是＞V是＞V是＞V是＜250＜250＜250＜25011173.47229.71264.422800.531717.92645.943.47138.25186.51700×700700×700700×70053.23.24040406606606602.560804734717782.517507808647052.148069077456240.9428571428571430.9428571428571430.9428571428571431928.851928.851928.852454.92454.92454.92454.91717.92645.9552.514102971803481.119270542599448.4268332319184104104101层E柱内力组合4层E柱内力组合7层E柱内力组合＞V满足＞V满足＞V满足＞V是＞V是＞V是＜250＜250＜250