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  • Users: vcomguy
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  1. vcomguy

    Bracing Compression Flange for Lateral Torsional Buckling

    Can a web stiffener in a WF Beam or Column be considered to provide bracing for Lateral Torsional Buckling of the "compression" flange? The concern is that the whole section of the WF in the plane of the web stiffener may tend to rotate, unless the "tension" flange is rigidly restained by...

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