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
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Roof <strong>Design</strong> to Resist Uplift LoadsThe nominal loads <strong>and</strong> load combinations shall beas stipulated by the applicable code under whichthe structure is designed, <strong>and</strong> as shown by theSpecifying Professional in the contract documents.In the absence of a specified building code such asthe International Building Code (IBC 2006), theASCE/SEI 7-05 (ASCE 2005) “Minimum <strong>Design</strong>Loads <strong>for</strong> Buildings <strong>and</strong> Other Structures” shall beused as the basis <strong>for</strong> the loads <strong>and</strong> loadcombinations.<strong>SEAoT</strong> State Conference November 6-8, 2008 Houston TX <strong>SEAoT</strong> - 12
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