摘要
针对受弯梁构件，从理论分析的角度，推导出了其截面面积与跨度之间的函数关系，并根据此函数关系提出了3条结论，可供类似工程设计人员参考使用。
From the point of view of theory analysis, a function of sectional area and beam span is put forward. According to the function, three conclusions are given in this paper. These conclusions may present some references for designer of similar project.
出处
《建筑技术开发》
2006年第3期26-26,32,共2页
Building Technology Development
关键词
受弯钢梁
跨度
理论分析
Flexural steel beam
Beam span
Theory analysis
