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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Placement of Bridging to ResistUplift LoadsAt midspan of the joist:lrFbyycrFor compression, 7’-6” space controls; P c = 10.54 kipslb= 104.85ryyFcrΩ===69.930.84 ksi13.43 ksilrz>=240.295FcrΩ10.540.784===81.418.47 ksi13.44 ksi∴controls10.620.784∴OK13.55 ksi<strong>SEAoT</strong> State Conference November 6-8, 2008 Houston TX <strong>SEAoT</strong> - 89>=