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  1. Kevin Gunawan

    Eccentrically Braced Frames ETABS v15 Problem

    hi, i am designing a dual-system steel structure building and it consist of SMF and EBF, the ETABS manual only tells me that i have to overwrite the structure to become EBF, and the problem is, does ETABS calculate the EBF using 1.25RyVn as it tells in the Manual? Where can i check that? Thanks...

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