型钢混凝土柱正截面承载力计算探讨

Discussion About Flexure Strength Calculation of Steel Section Concrete Pillar

提出了一种型钢混凝土柱正截面承载力计算方法.与我国工程技术人员主要采用的日本叠加计算方法相比,此方法具有计算简单,节约材料,适应性强等特点,其计算结果与理论值很接近.

This paper puts forward a calculation method for section steel concrete pillar. Compared with Japan’s superposition used by most technicians this method is easy to calculate, material-saving and can be widely used. The result is close to the theoretical result.