柱子正截面受弯承载力(非抗震)计算公式1内力|M|/kN·m25.77N/kN2250.55|V|/kN15.5轴压比验算0.27502749603满足截面b×h/mm×mm700×700柱...
柱子斜截面受剪承载力计算表计算公式1|M|/kN·m25.77N/kN2250.55|V|/kN15.5b×h/mm×mm700×700H/m5406602.519061583577710.94285714285714...