钢结构的极限状态可分为两类：即极限状态的极限状态和正常使用极限状态的极限状态。流动边界条件下的轴承结构必须设计。

 

 

钢的承载力极限状态设计根据婚姻，我认为当荷载或荷载作用下的走廊对时尚组，必须考虑一个负荷或一个负荷组的影响。

在正常情况下，钢的使用限制设计必须考虑钢和混凝土的荷载和荷载组合的影响。钢筋混凝土板型组是一组，两个应考虑。

 

 

The limit state of the steel structure can be divided into two categories: limit state and limit state of normal use limit state. The bearing structure must be designed under the flow boundary condition.

The bearing capacity limit state design according to the marriage, I think that when the load or load on the corridor of the fashion group, must consider the impact of a load or a load group.

Under normal circumstances, the design of the use of steel must consider the influence of the load and the load combination of steel and concrete. The reinforced concrete plate group is a group, the two should be considered.

 

 

 

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