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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<strong>Steel</strong> <strong>Joist</strong> <strong>Design</strong>20K6 Rod Web @ 40’-0”Considering no uplift -2’-0” 18 @ 2’-0” 2’-0”3’-0” 17 @ 2’-0” 3’-0”Bottom Chord = 2 angles 1.5 x 1.5 x 0.137, A = 0.784 in. 2End Web = 5/8 in. dia. round bar , A = 0.307 in. 2<strong>SEAoT</strong> State Conference November 6-8, 2008 Houston TX <strong>SEAoT</strong> - 83
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