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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End View During <strong>and</strong> After TestTest Specimen S3-4-1/8-30.30 in. Vertical Displacementat 6.5 kips Applied LoadFailure Mechanism<strong>SEAoT</strong> State Conference November 6-8, 2008 Houston TX <strong>SEAoT</strong> - 56