第1页共106页目录第一章：工程简介........................................................................................3第二章：...
计算公式内力163.179163.179167.649196.886101.8951.071059.4271341.8912047.677732.6131269.88265.18125.7125.796.06188.2101.08154.240.2...
框架柱斜截面受剪承载力计算表（非抗震）计算公式|M|/KN.m84.2845.9637.4451.9753.7140.8348.47N/KN2454.68401.85368.612917.473177.93379....
计算公式内力72.126126.4532.58233.7587.7731.7676N/KN2865.6341518.5422698.512664.1121009.5471658.7250.556650.2949770.5241860.5175040...
计算公式内力72.126126.4532.58233.7587.7731.7676N/KN2865.6341518.5422698.512664.1121009.5471658.7250.556650.2949770.5241860.5175040...
框架梁正截面配筋计算表层次支座截面（按矩形截面计算）计算公式左右左六M/KN·m-237.254-267.024-89.648300*565300*565300*4150.173244459...
框架梁正截面配筋计算表层次支座截面（按矩形截面计算）计算公式左右左六M/KN·m-237.254-267.024-89.648300*565300*565300*4150.173244459...
框架梁斜截面配筋计算表层次61计算公式左右左右左右左右V/KN100.078-102.2535.88-42.94107.39-108.0494.39-101.37250*550250*550250*550250...
支座截面正截面配筋计算表支座截面（按矩形截面计算）层次计算公式左中右左中右6M/KN.m-79.2161.69-89.11-52.34-7.66-51.9250*550250*55025...
GbnrblbvbbVlMMV/)(截面部位ftfyvbVb配箍验算单位长度上的箍筋面积配箍率最小配箍率0.7cftbh0SSSδδmin(N/mm)(N/mm^2)(mm)(mm)(KN...
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