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  • Users: shau1
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  1. shau1

    Anchor design

    Question is about supplementary reinforcement suggested by ACI. This is for a column supposed to be "Fixed" to foundations.Axial load is 16870 lbf(uplift) and moment is 155413 lbf.ft. Using a baseplate 20"x20"x1 5/8", I need 10/12 Nos. 1 1/8" dia bolts and also need about 18" of embedment depth...

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