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...
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