摘要
结合相关规范要求,分析了深受弯构件承载力计算公式及适用条件,并根据两桩承台的特点,从承台高度的确定与底部抗弯钢筋计算两方面,提出了较合理的两桩承台设计方法。
Combining with related regulations,the paper analyzes the calculation formula and adoptability conditions for the loading capacity of deeply flexural moments,and points out the two-pile thick cap design methods from the identity of the thick cap height and bottom bend-resistance reinforcement calculation,according to the features of the two-pile thick cap.
出处
《山西建筑》
2016年第10期85-87,共3页
Shanxi Architecture
关键词
深受弯构件
两桩承台
承载力
钢筋
deeply flexural member
two-pile thick cap
loading capacity
reinforcement
