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本文对即将颁布的《钢筋混凝土结构设计规范》中具有对称配筋的小偏心受压构件的截面设计,提出了迭代计算一次就茯得满意结果的实用方法,无须进行多次的反复迭代运算,最大限度地减少计算量,从而方便了设计。
This paper proposes a practical method for iteratively calculating the satisfactory results of a small eccentric compression member with symmetrical reinforcement in the forthcoming “Code for Design of Reinforced Concrete Structures”. It does not require repeated iterative calculations. Minimize the amount of calculations to facilitate design.