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  1. EIT01

    warehouse concrete slab on grade contract joint

    For a warehouse slab foundation (200'x 90'), the columns are on the perimeter. The foundation will be 6" slab with 24"x36" perimeter beam. The slab will be reinforced with #6 @ 12" oc both way with no contact joint. Is this a good option? or it would be better to design contact joint with less...

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