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Recent content by rossk87

  1. rossk87

    Plastic buckling in tension-only braces

    Lion06, Thank you very much for the input! You are indeed correct that the limit on Fe for elastic buckling is 0.44Fy
  2. rossk87

    Plastic buckling in tension-only braces

    Hey guys, I am designing a building that has concentrically placed double-angle braces as its LLRS. I want to design these as tension only. To do so, I know that I must check to make sure that the members put into compression buckle elastically, not inelastically. I have obtained compressive...
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