贝雷梁承载力计算书q:KN/mL:mMb:KN.m-0.16Mab:KN.m0.0644Mbc:KN.m0.0994Qa:KN0.3689Qb左:KN-0.6882Qb右:KN0.74Nb:KN1.4282f1:mm0.6773不等跨连续梁计算26.89E:MPa210000贝雷梁纵梁数8.1I:m4250497.212-282.30[M]788.2113.63175.3880.36[Q]245-149.91161.19311.101.49按3不等跨连续梁计算17求最大支反力点的横向分配梁承载力(B点)均布q:KN/m跨度L:mMb:KN.mMab:KN.mMbc:KN.mQa:KNQb左:KNQb右:KNQb支:KN-0.08250.0903-0.05040.4303-0.59530.250.845360.05.853横向分配梁长(m)14.7横向分配梁片数(片)6-169.29185.30-103.42150.94-208.8287.69296.51788.2245端部按一跨简支梁计算求最大支反力点的横向分配梁承载力(B1点)q:KN/m444.8横向小分配梁长(m)2L:m1I50aWx:cm31858.9Sx:cm31084.1横向小分配梁数(根)t:mm20Ix:cm446472M中:KN.m111.19Q889.54σ:MPa59.82181.25τ:Mpa103.76106.25N:KN889.541092.82端部按一跨简支梁计算求最边处支反力点的横向分配梁承载力(A1点)q:KN/m226.4横向小分配梁长(m)2L:m1I36aWx:cm3877.6Sx:cm3508.8横向小分配梁数(根)t:mm15.8Ix:cm415796M中:KN.m56.60Q452.82σ:MPa64.50181.25τ:Mpa92.31106.252N:KN452.82918.65求最大支反力点的横向分配梁承载力(B1点)2等跨连续梁计算I32aq:KN/mL:mWx:cm3t:mm296.5横向小分配梁长(m)1.5692.5Sx:cm315Ix:cm446.70-83.39-166.79-277.98277.98-166.79555.960.34-120.43121.791111.923400.511080横向小分配梁数(根)2M1:KN.mMb:KN.mQa:KNQb1左:KNQb1右:KNNc:KNNb1:KNf1:mmσ:MPaτ:MpaN:KN0.07-0.125-0.375-0.6250.625-0.3751.250.521181.25106.251092.8