带有现浇边梁的悬臂梁扭矩计算  

Torque Calculation of Cantilecer Beain with Winding Beam

作　　者：孙大鹿[1] 

机构地区：[1]鞍山钢铁学院总务处,辽宁鞍山114002

出　　处：《鞍山科技大学学报》2000年第6期457-460,共4页Journal of Anshan University of Science and Technology

摘　　要：钢筋混凝土悬臂梁上与其整浇的边梁在负荷较重 ,甚至做为重要承重构件情况下 ,应考虑边梁与悬臂梁相互之间的约束力矩 .本文采用相交构件约束力矩理论来计算解决这一问题 ,并对约束力矩计算原理进行论述和公式推导 .Constraining moment between winding beam and cantilever beam should be considered when cantilever beam and its complete winding beam are in the case of bearing heavy load,even working carriers.This paper uses the theory of constraining moment of crossing component to solve this problem,also states the calculating theory of constrainging moment,and does deduction of formula.

关 键 词：边梁 悬臂梁 约束力矩 计算 

分 类 号：TU501[建筑科学—建筑技术科学]