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  • Users: CHADENGFL
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  1. CHADENGFL

    Uplift on hollowcore slab

    I have a 17 ft. span 6" deep hollowcore slab with 2" topping for an open canopy wing, so the ASCE 7-10 wind uplift used is the overhang area for pressure (approx. 78 psf ultimate uplift). The specialty engineer submitted gravity load calcs only. Despite a net downward dead load, as the slab...

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