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Showing content with the highest reputation on 05/25/16 in all areas

  1. Kasim

    Manual vs ETABS

    now i understand that moment Transfer depends upon the Relative Stiffness of Slab and beam. thanks
    1 point
  2. It is 25% of base shear. Yes, something like that.
    1 point
  3. I was browsing through code and noticed something I thought would share as this question keeps coming in the forum. It is about when to consider torsional stiffness and when to ignore it. Thanks.
    1 point
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