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  1. sadato9224

    ETABS 18 underestimates/overestimates steel columns/beams compressive strength (AISC 360-10)?

    Hi, everyone. Title says it all. I checked the axial compressive strength of a compact W-shape column/beam in ETABS 18.1.1 and compared it to manual calculations based on AISC 360-10 Section E3 and E4. It seems that ETABS calculates the compressive strength differently than AISC 360-10 even...

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