摘要
根据极限状态的设计方法及《混凝土结构设计规范)GBJ10—89的基本设计规定,推导出钢筋混凝土梁最优配筋率及最优高跨比的直接计算公式,并对钢筋混凝土梁截面的设计方法作了改进。
According to the design method which is based on the limit condition and 《Design code of Concrete》 GBJ10-89.a direct calculation formula for optimum reinforcing bar proportion and optimum ratio of hight to span is derived. The design method for reinforced beam section is modified.
出处
《化肥设计》
CAS
1997年第4期25-29,共5页
Chemical Fertilizer Design
关键词
最优配筋率
高跨比
钢筋混凝土结构
梁
Loading limit .Common use of limit con- dition, Optimum reinforcing bar proportion,Optimum ra- tio of hight to span
