受均布荷载作用五等跨等截面铰接梁内力和挠度方程及其计算系数表  

The Moment and Shear and Deflection Formulae and Calculation Coefficient Tables for Five Same Cross-Section Beams Connected with Pin at Same Span under Uniform Load

作　　者：郭毓[1] 蔡明仪[1] 蔡杰民 

机构地区：[1]上海大学,上海200072 [2]上海杰思工程实业有限公司,上海200025

出　　处：《现代机械》2007年第2期31-33,35,共4页Modern Machinery

摘　　要：本文推导了在均布荷载作用下,五等跨等截面铰接梁的内力和挠度方程,给出了内力和挠度最大值计算式,编制了内力和挠度计算系数表,可便捷地应用于工程结构计算。The moment and shear and deflection formulae for five same cross - section beams connected with pin at same span under uniform load are derived, and their maximum calculate expressions are given. With these expressions the moment and shear and deflection calculation coefficient tables, which can be used for the structural calculation of mullion of curtain wall, are compiled.

关 键 词：等跨铰接梁 均布荷载 内力 挠度 

分 类 号：TU391[建筑科学—结构工程]