隧道主体结构配筋计算

a b(mm)

I(mm4)l(mm)

i

力矩分配

kN·m

213.31172.91

0.571

0.4290.4290.571-687.288

687.288-501.776469.435-642.088642.088-52.964-105.927-79.585-39.79245.57091.139121.30660.653-13.010-26.020-19.549-9.7752.097 4.193 5.581 2.791-0.599-1.197-0.899-0.4500.0960.1930.2570.128-0.028

-0.055

-0.041

-0.0210.0090.012

-753.888554.088-554.088

514.932

-514.932

705.660

392.8372.182289377.2891006289.308

2289377.29底侧顶

100010416666667

5333333333

1.0417E+10455053004550底侧顶500

400500