In this paper, the applicability of existing concrete structural component is evaluated by tests of the deflection and anti-crack on normal service limit state conditions.
针对正常使用极限状态下的挠度、抗裂等的检验来评定既有混凝土结构构件的适用性。
Whether the HRB400 steel bars reinforced concrete beams can be met the limit of the maximum crack width and the limit of deflection is discussed.
讨论了正常使用极限状态下，HRB400级钢筋混凝土梁的裂缝宽度和挠度能否满足规范限值要求。
Cracking and deflection are therefore essentially irrecoverable in reinforced concrete once the member has reached its limit state at service load.
开裂和挠度，因此在钢筋混凝土的成员基本上是无法挽回的，一旦在业务负荷已达到其极限状态。
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。
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。
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。
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