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  1. LJB7131

    Resistance to uplift by Rectangular Grade Beam

    I am faced with designing a rectangular grade beam, in fine to medium sand, to resist an uplift of 3500 #/ft (includes 1.5 safety factor). The soil is natural and has been found to have a bearing value of 2500 psf. How do I properly calculate the frictinal resistance of the concrete against...

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