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  1. AR2_Struc

    Strong wall at the end of a floor beam

    I have a situation where I'm placing a 24" strongwall at the end of a wood beam. Overstrength forces bring the uplift/compression to 34-kips, requiring a Wide Flange beam. The strongwall is secured to the top flange of the beam with web stiffeners provided. Given the proximity of the...

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