摘要
对钢筋混凝土梁的跨高比作了全面分析,给出了极限跨高比的范围限值,并写成了简明表格,为教学分析提供资料,给工程设计提供依据。
A comprcbensive study on the span-depth ratio of the reinforced concrete beams is made and the range of limited values for the span-depth ratio of beams is given in this paper. These results provide the means for teaching and the basis for design.
出处
《工程建设与设计》
2006年第11期17-21,共5页
Construction & Design for Engineering
关键词
钢筋混凝土
梁
跨高比
限值
reinforced concrete
beams
span-depth ratio
limited value
