梁裂缝宽度验算 (2).xlsVIP免费

梁裂缝宽度验算层计算公式支座左截面跨中截面支座右截面支座左截面Mk/(kN·m)-134.51实际配筋220+2221388181.120.0106769230.50169747521.052.1Mk/(kN·m)-97.66131.1-143.91-252.2实际配筋220+222422+425220+2227201388348413882199131.570.33193.78214.350.0106769230.02680.0106769230.0169153850.2759349560.4861560960.5407856680.78089912621.0523.621.05202.12.12.12.1Mk/(kN·m)-166.28133.46150.29-255.09实际配筋220+222422+425220+2227201388348413882199223.971.59202.37216.81梁AB梁BD＜[W]＜[W]＜[W]＜[W]＜[W]223.971.59202.37216.810.0106769230.02680.0106769230.0169153850.6160136070.4969598860.564522640.78451975321.0523.621.05202.12.12.12.1＜[W]＜[W]＜[W]＜[W]度验算跨中截面支座右截面支座左截面跨中截面支座右截面262.39-141.55422+425220+22234841388140.76190.60.02680.0106769230.7932960940.53145564923.621.052.12.1239.48-221.71-336.34209.69-259.24422+425620420+422422+42572034841884277634842199128.47219.94226.45112.49220.330.02680.0144923080.0213538460.02680.0169153850.7639554620.7370125650.8607318320.7162179590.78955987723.62021.0523.6202.12.12.12.12.1286.94-243.85-339.16141.69-271.36422+425720420+422422+42572034842199277634842199153.93207.25228.3476.01230.64梁BD梁DE＜[W]＜[W]＜[W]＜[W]＜[W]＜[W]＜[W]153.93207.25228.3476.01230.640.02680.0169153850.0213538460.02680.0169153850.8195371810.7699673230.8627122860.5320268150.80343707823.62021.0523.6202.12.12.12.12.1＜[W]＜[W]＜[W]＜[W]＜[W]