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一、短柱的计算(一)轴心受压短柱轴心受压短柱的承载能力由二部分组成,即净混凝土面积(扣除纵筋面积)的承载能力与钢筋承载能力之和,故轴心受压短柱的名义承载力为P_0=0.85f_c’(A_g-A_(st))+A_(st)f_y(1)式中,系数0.85是由于实际结构可能达到的
1. Calculation of short column (1) The bearing capacity of the axially compressed short column axially compressed short column consists of two parts, namely the bearing capacity of the net concrete area (excluding the longitudinal rib area) and the bearing capacity of the steel bar. The nominal bearing capacity of axially compressed short columns is P_0=0.85f_c’(A_g-A_(st))+A_(st)f_y(1) where the coefficient 0.85 is due to the actual structure