摘要
针对实际情况下砌体结构中钢筋混凝土梁的梁端不能自由转动这一现象,结合工程分析了该梁顶部纵向钢筋的合理配筋方法,得出了一些有益的结论,具有一定指导意义。
Aiming at the factual situation,the paper points out the phenomenon that the beam ends of the reinforced concrete beam can not turn around,analyzes the reasonable reinforcement method for the vertical reinforcement of the beam top part,and concludes some beneficial results,so as to have certain direction significance.
出处
《山西建筑》
2011年第19期44-45,共2页
Shanxi Architecture
关键词
简支梁
负弯矩
架立筋
simply supported beam
negative moments
erected reinforcement