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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Typical Test Specimen ConfigurationTOP CHORDANGLESJOIST SEATWELDPULL PLATEJOIST SEATANGLESBUTT WELDPROVIDEDBETWEEN ANGLES3/4" BASEPLATE9/ 16 " DIA. HOLEFOR ¾” A325N BOLT( 4 PLACES)FILLET WELDS PROVIDEDBETWEEN TOP CHORD TOE ANDSEAT ANGLE AND SEAT ANGLETOE AND TOP CHORD<strong>SEAoT</strong> State Conference November 6-8, 2008 Houston TX <strong>SEAoT</strong> - 54