1、梁裂缝宽度验算层计算公式梁AB梁BD支座左截面跨中截面支座右截面支座左截面Mk/(kNm)-134.51实际配筋220+2221388181.120.0106769230.50169747521.052.1WMk/(kNm)-97.66131.1-143.91-252.2实际配筋220+222422+425 220+2227201388348413882199131.570.33193.78214.350.0106769230.02680.010676923 0.0169153850.275934956 0.486156096 0.540785668 0.78089912621.0523.62
2、1.05202.12.12.12.1WWWWMk/(kNm)-166.28133.46150.29-255.09实际配筋220+222422+425 220+2227201388348413882199223.971.59202.37216.810.0106769230.02680.010676923 0.0169153850.616013607 0.4969598860.564522640.78451975321.0523.621.05202.12.12.12.1WWWW0.0106769230.02680.010676923 0.016915385梁DE跨中截面支座右截面支座左截面跨中截面
3、支座右截面262.39-141.55422+425 220+22234841388140.76190.60.02680.0106769230.793296094 0.53145564923.621.052.12.1WW239.48-221.71-336.34209.69-259.24422+425620420+422422+42572034841884277634842199128.47219.94226.45112.49220.330.02680.014492308 0.0213538460.02680.0169153850.763955462 0.737012565 0.860731832
4、 0.716217959 0.78955987723.62021.0523.6202.12.12.12.12.1WWWWW286.94-243.85-339.16141.69-271.36422+425720420+422422+42572034842199277634842199153.93207.25228.3476.01230.640.02680.016915385 0.0213538460.02680.016915385梁BD0.819537181 0.769967323 0.862712286 0.532026815 0.80343707823.62021.0523.6202.12.12.12.12.1WWWWW0.02680.016915385 0.0213538460.02680.016915385
