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  1. rxh241

    Concrete breakout tension+shear interaction when tension reinforcement is sufficient?

    I ran into this problem while checking the anchor bolt in column pedestal. The column reaction has 250 kips tension and 70 kips shear simultaneously. The pedestal has designed for sufficient perimeter rebars to transfer AB tension. Shear key is also designed to take 100% max shear load. Concrete...

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