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Given a structural design calling for 1-inch rebar with 2 inches of cover and a spacing of 2 inches center-to-center in a 9-inch thick wall section and the concrete is to be pumped through a 3-inch pipe, what is the nominal maximum aggregate size allowed by the ACI 318-08 code?
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Given a structural design calling for 1-inch rebar with 2 inches of cover and a spacing of 2 inches...
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