摘要
主要给出了均布荷载作用下简支工字型钢梁临界荷载计算公式完整的推导过程。
The paper mainly introduced the systematic derivative process of calculations of critical load for the simply supported＂ I ＂ section steel beam under distributed load.
出处
《工程建设与设计》
2009年第1期33-35,共3页
Construction & Design for Engineering
关键词
均布荷载
简支工字型钢梁
临界荷载
distributed load
simply supported＂ I ＂section steel beam
critical load
