It is set forth that the limit value of lateral deflection is remained to be discussed further.
阐述了高层钢结构水平位移指标设计限值有待于进一步探讨。
The main reason of the main beam down deflection was that the most complex stress exceeded the admissible value and achieved the yield limit value.
主梁下挠变形的主要原因是受热引起的最大复合应力超过许用值，达到了屈服极限值，强度不满足要求。
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