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    In the ACI 350-20 Code, what is the purpose of the additional rebar spacing checks found in Section 11.9.9.5

    I'm designing a process basin for a water treatment plant in Idaho, which is being constructed with concrete walls with vertical and horizontal reinforcement (rebar). I've been designing according to the ACI-350-20 standards. When selecting my rebar size and spacing, I had to check my maximum...

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