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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Properly Applying <strong>Wind</strong> Loads to<strong>Steel</strong> <strong><strong>Joist</strong>s</strong> <strong>and</strong> <strong>Joist</strong> <strong>Girders</strong>ROOF SURFACESEFFECTIVEWIND AREAPOSITIVE PRESSURES(PSF)ZONENEGATIVE PRESSURES(PSF)1 2 3 1 2 310 SF 5.3 5.3 5.3 -13.0 -21.8 -32.820 SF 5.0 5.0 5.0 -12.7 -19.5 -27.250 SF 4.5 4.5 4.5 -12.2 -16.4 -19.7100 SF 4.2 4.2 4.2 -11.9 -14.1 -14.1<strong>SEAoT</strong> State Conference November 6-8, 2008 Houston TX <strong>SEAoT</strong> - 37
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