摘要
介绍了受弯构件正截面承载力计算的基本假定,并对相对界限受压区高度ξb公式推导过程进行了分析计算,探讨了相对界限受压区高度的含义,对设计人员正确理解设计规范提供了帮助。
This paper introduces basic postulation of the calculation of nominal section＇ s bearing capacity of bending member, analyzes the formula derivation for relative-boundary compressive region＇s height ξb, and discusses its meanings, which to offer help for designers to correctly understand design code.
出处
《山西建筑》
2007年第13期73-74,共2页
Shanxi Architecture
关键词
受弯构件
承载力
受压区高度
规范
bending member, bearing capacity, compressive region＇s height, code
