板的弯矩系数,双向板弯矩系数表在哪个规范

板的弯矩系数,双向板弯矩系数表在哪个规范

板的弯矩可按以下公式计算：M=弯矩系数×(g+p)lx2其中Misthe弯矩(kNm/m)inthemid-spanorunitplatewidthofthesupport;gandpareDesignvalueofdeadloadandliveloadontheplate(kN/弯矩和剪力计算汇总表ofvariousbeams-shearelasticplatebendingmomentcoefficienttableMxMyFoursidessimplysupportedLongsidefixedM1M1maxM2maxM2ShortsidefixedLongpairfixedM1'(M2')shortpairfixedfoursidesfixedM2'M1'adjacentsidefixedM1shortsidesimplysupportedlongsidesimplysupportedNN2ratio

双向板弯矩系数表N2N0.25000.30250.36000.42250.49000.56250.64000.72250.81000.90251.0000M1M20.500.09650.01740.550.08920.02100.600.08200.024弯矩计算连续单向板浇注-1/16边跨和中跨靠墙1/11和梁浇注1/14二次支撑双跨连续-1/10多跨连续-1/11中间支撑 -1/14中

≥０≤ 想问一个小问题~想问一下：双向板的弯矩系数表怎么看？ N2N0.25000.30250.36000.42250.49000.56250.64000.72250.81000.90251.0000M1M20.500.09650.01740.550.08920.02100.600.08200.024

˙＾˙ 》'Whencalculatingthebendingmomentwithintheunitslabwidthonasingle-spanslab=(coefficient)xqlxZMx2(coefficient)yqlxzCoefficients是根据Poisson'sratiov2O编译的，所以当这些系数被用到Reinforcedalkaliplate15评论：0文献流行度：文献分类：论文--毕业论文文献标签：二--wayplatebendingmomentcoefficienttableSystemlabel:Bendingmomenttwo-waycoefficientFour-sidedsimplysupportN2M1M2MxMy0.25000.500.09650.01740.099980