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  1. Eng2Ski

    Tie Reinforcing Axial Loaded Column

    Hello, looking through ACI 318-08, Section 7.10.5 - Ties, it appears that the tie reinforcing geometry shown in the attached image is acceptable. I have a shear lug in the center of the pier, so it would be desirable to use the geometry I have shown. Is this tie geometry okay?

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