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Recent content by Stuctural100

  1. Stuctural100

    Shear wall for wind etabs analysis

    Thank you kootK, appreciated
  2. Stuctural100

    Shear wall for wind etabs analysis

    Thank you, makes sense Also, the moment I get from etabs for the wall is much less than the one you'd calculate by hand for a typical cantilever. Is this because floor diaphragms provide some restraint to the wall?
  3. Stuctural100

    Shear wall for wind etabs analysis

    Hello I am trying to check the adequacy of a shear wall for wind load in Etabs. I have started by tracing my model on a plan from AutoCAD.I then assigned my sections and materials. I have defined the loads including wind. I have assigned a diaghragm to each floor slab and a pier label to each...
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