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 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。
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