主梁配筋计算公式

M（kN·m）1947.54M（kN·m）1134.01

Vo*b/21231.36Vo*b/20.00

M'716.18M'1134.01

b650.00b'2000.00

as0.042as0.022

rs0.978rs0.989

g0.043g0.0220.482 As1246.48As1952.53

Vs=2881.88