摘要
依据《混凝土结构设计规范》(GB50010-2002)和《混凝土结构设计规范》(GB50010-2010)给出的钢筋混凝土偏心受压构件正截面承载力计算规定,结合本人教学中的体会,对计算中给出的二阶效应规定、控制截面弯矩计算、以及需要注意的事项进行了说明,并结合矩形截面偏心受压构件对称配筋设计实例,灵活运用知识点解决问题,为该方面本科教学、学生学习以及工程设计提供参考.
According to the code for design of concrete structures(GB50010-2002) and the code for design of concrete structures(GB50010-2010), the calculation rules on the bearing capacity of reinforced concrete members under eccentric compression are given;then based on my teaching experience, the second-order effect rules, the calculation of control section bending moment and some attention in the calculation was explained. At last two examples of symmetric reinforcement design of eccentric compression members with rectangular section were given. It would be wished that this papre could be useful for students to learn and engineers design.
作者
焦俊婷
叶国琛
JIAO Jun-ting;YE Guo-chen(School of Civil Engineering&Architecture,Xiamen University of Technology,Xiamen 361024,China)
出处
《嘉应学院学报》
2021年第3期40-44,共5页
Journal of Jiaying University
基金
厦门理工学院教研教改项目(JG2018040)
厦门理工学院校级精品线下课程建设项目([2020]16号)。
关键词
钢筋混凝土结构
偏心受压构件
正截面承载力
配筋计算
教学探讨
reinforced concrete structures
members under eccentric compression
normal section bearing capacity
long-reinforce calculation
teaching discussion
