计算公式一层内力171.94171.94160.061564.051280.51539.0993.2493.2482.51轴压比验算0.4374970.3581820.430515满足满足满足截面b×h/mm×mm...
计算公式一层内力73.6681.916.19N/kN2469.451611.272487.0521.5527.433.15轴压比验算0.69075520.4507050.695678满足满足满足截面b×h/mm×m...
计算公式一层内力106.51178.12183.9722.18976.61015.7243.97102.46轴压比验算0.2020080.2731750.284117满足满足满足截面b×h/mm×mm500×50...
计算公式一层内力42.8111.1955.6N/kN1004.151406.881461.895.9328.27轴压比验算0.2808810.3935330.40892满足满足满足截面b×h/mm×mm500×5...
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...
