Critical load factor - linear buckling analysis

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How to approach the critical load factor?  What does EN 1993-1-1 state?  

The standard says that first-order analysis may be used for the structure if the increase of the relevant internal forces or moments or any other change of structural behavior caused by deformations can be neglected. This condition may be assumed to be fulfilled if the following criterion is satisfied:

Kapcsolódó cikkek

Thin-walled (cold-formed) members

Stability analysis of arch-shaped members