四边简支弯矩系数表,四边简支板跨中弯矩系数

四边简支弯矩系数表,四边简支板跨中弯矩系数

●＾● 6.(3)Reactionforce,shearforce,bendingmomentanddeflectionofabeamsimplysupportedatoneendandfixedattheotherendForceYa=Ra;Vb=-RbMomentBendingMomentMlSwordMb=Series7ShearForceDeflection当±=TableofBendingMomentCoefficientsofTwo-WayPlateFourSidesSimplySupportedN2N0.25000.30250.36000.42250.49000.56250.64000.72250.81000.90251.0000M1M20.500.09650.01740.550.08920.02100.600.08200.024

∩△∩ 四边单支N2NM1M2LongsidefixedN2NM1maxM2maxM1'(M2')ShortsidefixedN2NM1maxM2maxM1'(M2')LongpairfixedN2NM1maxM2maxM1'(M2')Two-wayplatebendingmomentcoefficienttablefromTaodou.comtatwo-wayplateTableofBendingMomentCoefficientN2N0.25000.30250.36000.42250.49000.56250.64000.72250.81000.90251.0000M1M20.500.09650.01740.550.08920.02100.600.08200.024

附录E弯矩系数表四面简支双向板-中国工程建设标准化协会.DOC,PAGE2CECSCECS×××:2015中国工程建设协会标准蒸压硅酸盐小砌块应用技术规范弯矩系数双向四面简支N2M1M20.25000.500.09650.01740.30250.550.08920.02100.36000.600.08200.02420.42250.650.07500.02710.49000.700.06830.02960.56250.75个

qgk=15.000kN/m2变载荷标准值：qqk=0.000kN/m24.计算方法：弹性板5.边界条件（上端/下端/左端/右端）：简支/简支/简支6.设计参数结构重要系数：γo=1.00和变形表1）弯矩，等跨连续梁剪力挠度系数表(表1 )双跨等跨梁的内力挠度系数2-11~表2-14)2-11时间：2021年7月29日时间：周二1.均布荷载下：2.集合