The calculation formula of flexuralload capacity of steel beams is obtained by using the error transfer formula of mathematical statistics.
运用数理统计学的误差传递公式，推导出了钢梁截面抗弯承载力统计参数的计算公式。
2
A numerical simulation program for flexuralload effects of rc beams was compiled based on the theory of reinforced concrete and finite element software ANSYS.
根据钢筋混凝土理论和ANSYS有限元软件编制了实验梁受弯荷载效应模拟计算程序。
3
The analysis and comparison with other formula by calculation examples offer a more convenient and practical formula for normal section flexuralload-bearing capacity.