摘要
根据相关规范的要求以及传统的计算方法,当钢筋混凝土梁中配置弯起钢筋用于抗剪时,主要采用试算的方法确定需要配置几排弯起钢筋,整个计算过程较繁琐。文章探讨了弯起钢筋排数计算的改进方法,通过实例计算比较表明文章提出的方法准确、简便,适用性强。
According to the relevant regulatory requirements and traditional methods of calculation,when fitting the bend springs for anti-shear,the main method used to determine the spreadsheet,it is very complicated.In this essay.an advanced method of row number will be brought up and calculating example will be given The results show that the method is correct,simple and applicable.
出处
《江苏建筑》
2013年第1期43-45,共3页
Jiangsu Construction
关键词
斜截面
弯起钢筋排数
计算方法改进
oblique section
row of bent steel
advanced calculation method