工字形截面非对称配筋柱的设计方法

The Design Method of Asymmetrical Reinforcement Ⅰ Column

本文讨论了工字形截面非对称配筋偏心受压构件截面设计时，鉴别截面属于大偏心受压或小偏心受压的方法，同时针对不同的已知条件给出了求解Ａｓ及Ａｓ′的具体计算步骤，弥补了有关规范及教材的不足。

In this paper,we discuss the judgment method of asymmetrical reinforcement Ⅰ column.Subjected to eccentric compression belong to large eccentric compressed or small eccentric compressed, and in the light of different available condition,we give the specific calculate measure of A s and A ′ s ,remedy the defect of relevant code and teaching material.