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.
出处
《现代机械》
2007年第2期31-33,35,共4页
Modern Machinery
关键词
等跨铰接梁
均布荷载
内力
挠度
pined beam same span
uniform load
moment-shear
deflection
作者简介
郭毓（1982-），山东泰安人，上海大学机电工程与自动化学院，硕士研究生。
