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  • Users: MiguelS
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  1. MiguelS

    Thin Plates for Moment and Torsion connection

    Hi guys, I have a bit of an unusual situation. So, in reality I'm designing some stairs in which the flights/landings cantilever off of columns in the central well of the structure. All sections of the structural members will be hollow section (beams and columns) and the senior engineer...

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