摘要
对国内GB 50010-2010混凝土结构设计规范与GB 50010-2002混凝土结构设计规范的钢筋混凝土梁斜截面受剪承载力计算公式进行了分析对比,通过计算实例比较得出,2010版规范的箍筋用量比2002版规范的箍筋用量增加了25%,从而增加了斜截面受剪承载力的可靠度。
This article on China' s GB 50010-2010 Code for Design of Concrete Structures and GB 50010-2002 Code for Design of Concrete Structures the calculation formula of shear bearing capacity were analyzed and compared for reinforced concrete beams, and compare the obtained through calculation examples, the amount of stirrups version 2010 specification than the version 2002 specification increase of 25%, so as to increase the shear capacity of inclined section reliability.
出处
《山西建筑》
2013年第20期23-24,共2页
Shanxi Architecture
关键词
钢筋混凝土
受弯构件
斜截面
承载力
reinforced concrete
flexural members
oblique section
bearing capacity