劲性钢筋轻骨料混凝土抗弯构件承载力计算

Bearing capacity calculation of steel composite and light skeletal material concrete flexural cross-section

根据型钢在构件截面中位置的不同,介绍了型钢充满型和型钢非充满型两种情况下的轻骨料混凝土抗弯构件承载力计算方法,经过验证,文中所推导的公式是适用的。

According to the difference of profiled bar position in constructional element cross-section, it introduces the beating capacity calculation method of steel composite and light skeletal material concrete flexural cross section on the two case that are overflowing profiled bar and not overflowing profiled bar. After verification, the formulas deduced in this text are right.