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Hi! I have some doubts about how does Staad consider the inicial imperfections. I have a structure that has been exposed to fire. Its mechanical properties have not been altered but there are elements that are visibly deflected. I want to study…

Hello, I am trying to perform an imperfection analysis on a simple two-storey frame structure. Imperfection is of DRIFT type applied to columns. Whenever I leave the text editor it prompts a syntax error on the "perform imperfection analysis" command…