谈电算时钢筋混凝土梁端弯曲裂缝控制  

Discussion on steel reinforced concrete beam-end bending cracking control in computerized calculation

作　　者：宋天军[1] 

机构地区：[1]中国电建集团成都勘测设计研究院有限公司,四川成都610072

出　　处：《山西建筑》2016年第33期43-44,共2页Shanxi Architecture

摘　　要：选取两端为固定端的单跨梁为研究对象,从荷载布置与裂缝计算位置两方面,分析了实际研究对象与结构计算简图的差异性,探讨了电算时梁端弯曲裂缝的控制原理,从而使结构设计达到安全适用、经济合理的目标。Selecting single-span beam with two fixed ends as research target,starting from two aspects of load allocation and cracking calculation location,the paper analyzes the difference between actual research targets and structural calculation draft,and explores beam-end bending cracking control principles in computerized calculation,so as to achieve safe,applicable,economic and rational structural design goals.

关 键 词：结构设计 固定支座 梁端弯矩 楼板 

分 类 号：TU375.1[建筑科学—结构工程]