The simplified calculation formula for effective support length of end beam is determined by the code (GB50003-2001) for design of masonry structure.
《砌体结构设计规范》GB50003 2001关于梁端有效支承长度采用了简化计算公式。
The analytical solution for the stability of cantilevered beam-columns is presented, and the design interaction formula for it is established.
给出了悬臂压弯构件整体稳定性计算的解析解，并建立了其设计计算的相关公式。
The formula of the carrying capacity of beam of a round section is given in China's design standard of reinforced concrete.
圆截面受弯构件是工程结构中常遇到的一种构件，现行的钢筋混凝土规范给出了圆截面梁全截面均匀配筋的计算方法。
The formula of the carrying capacity of beam of a round section is given in China's design standard of reinforced concrete.
圆截面受弯构件是工程结构中常遇到的一种构件，现行的钢筋混凝土规范给出了圆截面梁全截面均匀配筋的计算方法。
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