梁柱连接节点加劲肋设置原则

Stiffening Rib Set-up Principle of the Connexion Joint Between Roof Beam and Pillar

论述了钢框架梁柱刚性连接节点的处理方法 ,分析了该处的受力及破坏形态 ,提出了保证节点刚度和承载力所需的柱最小翼缘厚度和腹板厚度的计算公式及相应的措施。

Discusses the treatment of the steel-framed inflexible connexion joints,the bearing force and destructed morphology,the computing formula of the minimum flange thickness and web thickness of the pillar,the inflexibility and bearing capacity needed and the appropriate measures.