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 Loads20K6 Bridging Configuration: Option 15 @ 8’-0”Uplift BridgingErection Stability BridgingA Common Alternative (not <strong>for</strong> this case)4 Rows Equally Spaced4 Rows Equally Spaced Between Uplift Bridging<strong>SEAoT</strong> State Conference November 6-8, 2008 Houston TX <strong>SEAoT</strong> - 87