平面外弯矩对一般多层普通钢筋砼边框架柱设计的影响

Effect of the Moment Outside the Plane on the Design of Traditional Reinforced Concrete Side Framed columns of Normal Multistory Bundings

本文通过对多层框架结构边框架柱平面外弯矩对边柱承载力的影响的计算分析，提出边框架设计应考虑平面外弯矩的影响问题及设计中的注意事项。

By calculating and analyzing the moment outside the plane effect of for coumn structures of multisto- ry building on the bearing capacity of side for colrt, ths article puts bo tha the mot outside the l)lane effect bold taken into accoun and the attenon tald be paid to the issues related when design is cdried out.