框架柱斜截面受剪承载力计算表（抗震）计算公式124.6168.1187.3599.9481.9199.011446.83964.55472.36372.861611.272026.2149.1158.1193.625...
计算公式124.6168.1187.3599.9481.9199.01N/kN1446.83964.55472.36372.861611.272026.2149.1158.1193.6254.0727.4336.13b×h/mm×mm500×50...
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....
