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  • Users: jbanderson
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  1. jbanderson

    Flange Removal

    I have a simple question over an ongoing office debate. Picture a column with 5" x 0.25" flanges and a 10" web. If the tension flange was removed and 2 2.5" x 0.25" plates welded to both sides of the web approximately 1" from the web end with 3/16" fillet...

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