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 MintJulep 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: *

  1. Brad Larsen

    Wind Load Cases 1 thru 4 (Fig. 27.3-8 in ASCE 7).

    Hi phamENG, Yes, I should've included that. A simple wood structure with a flexible diaphragm. As I mentioned, I believe these load cases came from the design of the CitiTower in NYC, which has rigid diaphragms and no supports on the corners (or maybe no support on just one corner, it's been...
  2. Brad Larsen

    Wind Load Cases 1 thru 4 (Fig. 27.3-8 in ASCE 7).

    Hi, I'm curious if people that are using the directional procedure for wind loading ever have Cases 2, 3, or 4 control. I'm usually doing residential, and I think these code provisions are there because of the design of the Citibank building in NYC. I solved the equation symbolically for a...

Part and Inventory Search

Back
Top