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  • Users: asterixUC
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  1. asterixUC

    How does Etabs9 modelate semirigid diaphragms

    Hi, i'm from Chile and i'm designing a 26 storey bulding that needs to be modelated taking in acount the flexibility in plane of the floor. Normally i wold use several (2 or 3)diaphragms per storey when important discontinuities in the floor are present, but i have heard of people using...

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