Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: Strucguy33
  • Content: Threads
  • Order by date
  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

    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...

Part and Inventory Search

Back
Top