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Recent content by Strucguy33

  1. Strucguy33

    Wind Loading for Buildings with offsets

    I am an EIT pretty much and I understand the wind load provisions to a certain extent but have a problem that I am obsessing about. Say I have a building 60ft total in X-direction and 30 ft total in Y-direction and say I add 20' in x-direction and 20' in y-direction pretty much making an...
  2. Strucguy33

    Wind Loading on Buildings

    Thanks alot DaveAtkins! Your response was very helpful.
  3. Strucguy33

    Wind Loading on Buildings

    Have a question, well a couple actually. Can someone please explain to me the minimum wind load for a building that's required for design of MWFRS. ASCE 7 states 10 psf applied on an area of a vertical projected plane. By using the analytical method for bldg's of all heights say I come up with 3...
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