09SG619-1 房屋建筑抗震加固(一)(中小学校舍抗震加固)(有水印)_97-125.pdf
柱子正截面受弯承载力（抗震）计算公式1内力228.14874.36|V|/kN81.28轴压比验算0.10685078822极限轴压比满足截面b×h/mm×mm700×700柱高H/...
柱子斜截面受剪承载力计算表计算公式1|M|/kN·m273.45N/kN1638.62|V|/kN126.32b×h/mm×mm700×700H/m5406603.0924862028408630.9428571428...
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...
层数yh/(m)/(kN)(N/mm)6506.6592800100328.5732310.7519.289776.4299230769510365928001003217.532311.0833.6620318.93489230841425.759280...
