位置层数(Ml-Mr)/LnVg/kN6.0073.31-120.807.2029.6618.135.5390.27119.925.00136.47-195.807.2050.7614.3811.0686.01136.774.00218.07-264.277.2073.6914.385.5374.07147.763.00289.54-298.277.2089.8014.385.5374.07163.872.00313.52-337.287.2099.4314.385.5374.07173.491.00383.43-365.127.20114.3614.385.5374.07188.436.00-88.7624.713.00-41.6112.203.0024.66-16.955.00-144.2279.533.00-82.049.734.6921.74-60.314.00-182.34145.993.00-120.399.734.6921.74-98.653.00-212.90176.543.00-142.799.734.6921.74-121.062.00-238.72201.443.00-161.399.734.6921.74-139.661.00-262.74229.393.00-180.459.734.6921.74-158.71表7-3梁端剪力设计值调整Ml/(KN*m)Mr/(KN*m)Ln/mQ1=-1.1*Q恒/(kN/m)Q活/(kN/m)Vg=1.1*(Q恒+V左=Q1+0.5Q活)Ln/2CD跨DE跨
