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Found 2 results

  1. Waqar Saleem
    Dear Members, What should be more important for a tower 3B+G+13 seismic forces or wind forces, building is in zone 2B, Islamabad area, Pakistan. Regards
  2. Muhammad Mehmood Masood
    Dear All, I am working on modelling of steel fence on etabs. I have to provide green sheets over the entire fencing , for privacy issue. Previously it was working ok(without wind load). So I have modeled it with wind loading and just want your input if the load combos are OK or not. Also any other suggestions would be appreciated. PS. I don't want to change the gauge of steel, inclined bracing would be preferable. Thanks Fence Model Inclined Bracing.EDBFence Model Inclined Bracing.ebkFence Model Inclined Bracing.$ET
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