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
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
Placement of Bridging to ResistUplift Loads20K6 Bridging Configuration: Option 39.8 ft. 3 @ 6.8 ft. 9.8 ft.5 Equal Spaces Between First BC Panel Points5 @ 6.8 ft.End TC space = 9.8 ft.lb= 123 < 145 ∴OKr yy9.8' < 10.2' ∴OK<strong>SEAoT</strong> State Conference November 6-8, 2008 Houston TX <strong>SEAoT</strong> - 91