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  1. SuperTall

    Special Corner Reinforcement

    Hi all, I need help understanding something in ACI 318-08 R11.1.3.1. I have a suspended slab hanging on all four sides from structural walls. It looks exactly like Figure R11.1.3.1(e). The last paragraph of R11.1.3.1 indicates that for this hanging condition, "Shear within the connection...

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