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  • Users: Kilgore
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  1. Kilgore

    Are slabs on-grade really this strong? (Punching Shear)

    One of my fellow engineers wants to place a 75-kip concentrated load on our 250 psf-rated floor. At first, I thought it unwise (okay, downright stupid) to load to 300 times the rating, but then I ran a column punching shear calc and found it to be plenty strong. Can this be true? Here are the...

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