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  • Users: Mossmobley
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  1. Mossmobley

    Minimum reinf. for slab-on-grade

    Hi all. I'm in a pickle with a contractor. I have a pre-engineered building with a typical turndown slab over isolated footings foundation. Building shears are transfered to the slab with hairpin bars. Its my opinion the use of hairpin bars in this manner requires the slab be considered a...

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