非对称配筋矩形截面小偏心受压构件设计方法的简化

A simplifcation on method of design for the pressed structural member with small eccentricity and nonsymmetry reinforcement placement rectangle section

本文针对非对称配筋矩形截面小偏心受压构件的配筋计算在力学和经济分析的基础上，建议Ａｓ按最小配筋率配筋，Ａｓ的应力σｓ采用专题组的试验结果，使计算简化，并提出了实用曲线以供查用。

According to the mechanic and econormic analyses,for the calculation on the pressed structural member with small eccentricity and a non-symmetry reinforcement placement rectangle section,the cuthor proposes that As is reinforced by nunimum reinforcement ratio. Because the stress σs of As is based on the experimental results of the research group on the pressed reinforced concrete structural member with eccentricity,the calculation is simplified and apractical curve is put forward for the calculation。