正截面强度计算
次梁
0.0000
1.0000
0.00选用钢筋
0.10840.03390.13560.13560.11360.94250.98280.92690.92690.9396234.4770.27298.03298.03686.53234.47
70.27
272.52
272.52
686.53
0.12
S
αξ211--=
049.1449.14
0.06280.13860.1014 0.96750.92510.9464 368.90804.53575.44 368.90767.68538.58
0.060.150.11