摘要
对建筑工程上广泛应用的钢筋混凝土悬臂梁的跨高比与各种性能关系进行了分析研究,给出了跨高比的范围限值,为教学分析提供了资料,给工程设计提供了依据。
This paper studies the relationship between the span-depth ratio and the various properties of the reinforced concrete cantilever and gives the ranges of limited values for the span depth ratio of cantilever beam. These results provide the means for teaching and the basis for design.
出处
《建筑结构》
CSCD
北大核心
1999年第4期23-25,共3页
Building Structure
关键词
钢筋混凝土
悬臂梁
跨高比
限值
承载力
reinforced concrete
cantilever beam
span-depth ratio
limited value