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  1. EIT1985

    Weight of the structure in ETABS

    quick and dirty way is to just view your support reactions under the dead load loading case
  2. EIT1985

    Wind Loading on specific members

    The structure is completely exposed to the elements. There will be no cladding on the section that I am trying to apply wind load to. It's a simple 3m x 3m open frame with X type cross bracing (think box with an X on all 4 sides), so yes the wind will flow in (through the windward side) and out...
  3. EIT1985

    Wind Loading on specific members

    Now this might be a relatively simple problem to solve, but I've had the most difficult time trying to solve it and CSI tech support... well do they even exist? 1) I'm trying to apply a static wind load (NBCC 2005) to a vertical truss (only to one story). I only want the wind load to be...
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