Wind Design Considerations for Steel Joists and Joist Girders - SEAoT
Wind Design Considerations for Steel Joists and Joist Girders - SEAoT
Wind Design Considerations for Steel Joists and Joist Girders - SEAoT
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
<strong>Design</strong> Example• Since the building has debris-resistant glazing <strong>and</strong>has no dominant opening in any wall it can beclassified as a closed building. (Section 6.5.9.3).• Building has a regular shape.• Rigid building, where height/width,w = 20 ft./80 ft. = 0.25 < 4 (Section C6.2).• The building is not subjected to the topographiceffects of Section 6.5.7• No torsional effects – meets Note 5 of Figure 6-10.<strong>SEAoT</strong> State Conference November 6-8, 2008 Houston TX <strong>SEAoT</strong> - 80
Change language