抗拉弯剪螺栓连接节点的节点端板厚度计算及思考  

Calculation of thickness of end plate in the bolt-together joints with tension, bending and shearing resistance

作　　者：贺振 张彦东[2] 

机构地区：[1]上海市机电设计研究院,上海200040 [2]海军上海工程机械厂,上海200433

出　　处：《工程建设与设计》2003年第9期15-16,共2页Construction & Design for Engineering

摘　　要：通过实例进行计算,说明撬力在抗拉弯剪螺栓节点设计中对端板厚度取值的影响和意义。Via on an instance, it is proved the influence and importance of the thickness adoption of end plate in design of the bolt-together joints for tension, bending and shearing resistance.

关 键 词：螺栓连接 端板厚度 撬力 计算 

分 类 号：TU311.4[建筑科学—结构工程]