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本文介绍了在墩台、基础的检算中采用活载系数的历史情况。指出这种检算与梁跨结构检算采用换算均布活载的差异,并提出几点意见,以作为答复文。
This paper introduces the history of using live load factors in piers and foundations. It is pointed out that this kind of checking and beam cross-sectional structure checking adopt the difference of converting uniform live load and put forward some opinions as the reply text.