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Recent content by structures333

  1. structures333

    moment in slab on grade

    Hey guys - I have a floating slab on grade (independent of structure) with 250psf LL and 75psf DL. I always designed sog's with t&s reinforcement, shear checks and other parameters like those in PCA Concrete Floors on Ground. I have a reviewing agency that wants to see a moment calculation for...
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