非抗震|M|/kN·m87.74244.95104.29N/kN2246.5241627.1225173.986|V|/kN33.0067.32837.9740.980.980.982402402407607607608585852402402400.79166666670.7916666670.7916666670.250.250.250.84705882350.8470588240.8470588241.86666666671.8666666671.8666666677597.28097887597.2809797597.2809791872.10333331355.9354311.655是否满足要求满足满足满足8408408408408408405605605605605605600.7148936170.7148936170.7148936170.7148936170.7148936170.7148936172365.30091032365.300912365.30091292929435.9177037316.8351481929.9569259370.9236296296283.5388518519852.7050740741是否满足满足满足满足0.9550.9550.9550.79166666670.7916666670.7916666670.9767441860.9767441860.9767441865568.84462145568.8446215568.844621A柱B柱冲切承载力验算角桩冲切验算Gk/n斜截面受剪承载力验算是否满足要求满足满足满足871.83540741633.67029631859.9138520.01452482670.0105569830.0309862690.0830.0830.083实际配筋241.10035926184.3002537554.25829810.00401674550.0030704530.0092339740.0830.0830.083实际配筋斜截面受剪承载力验算受弯承载力及配筋计算基础计算非抗震111.9261.172228.78133.804256.948275.5224453.5886684.0545775.5522706.1862848.5661659.24442.55210.13661.51648.7983.39884.1920.980.980.980.980.980.982402402402402402407607357357607607608560608585852402402402402402400.7916666670.7656250.7656250.7916666670.7916666670.7916666670.250.250.250.250.250.250.8470588240.8699029130.8699029130.8470588240.8470588240.8470588241.8666666671.8666666671.8666666671.8666666671.8666666671.8666666677597.2809797701.3413037701.3413037597.2809797597.2809797597.2809793711.3233335570.0454812.962255.1552373.8051382.703333满足满足满足满足满足满足8408408408408408408408408408408408405605605605605605605605605605605605600.7148936170.7148936170.7148936170.7148936170.7148936170.7148936170.7148936170.7148936170.7148936170.7148936170.7148936170.7148936172365.300912365.300912365.300912365.300912365.300912365.30091292929292929812.71651851165.6652961076.325333529.588037598.9269259407.5858519729.81281481481120.352703704906.8586666667430.473962963408.5950740741203.4954814815满足满...
