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  1. CivNotStruc

    Continuation deformed reinforcing bars across sawcut contraction joints

    I've been looking into when to continue rebar across joints myself recently and have come to the following conclusions: 1) If A_s ≤ 0.1% * A_slab, then the slab is essentially unreinforced and requires contraction joints. CJ spacing should follow the recommendations for unreinforced SOGs in...

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