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EC 3 Steel Design

In accordance with the TS EN 1993-1-1 bearing strength method, the load applied to the structure should not exceed the strength of the structure. TS EN 1993-1-1 accepts that different load combinations have different probabilities of occurrence and different degrees of variability.

Structural Safety

It assumes that there can be situations and probabilities in which the loads can be greater than the expected value. For this reason, different coefficients and load combinations are determined for different loads.

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Steel Design

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