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  1. LARC

    CONCRETE SIDE FACE BLOWOUT STRENGTH OF HEADED ANCHOR IN TENSION

    I AM DESIGNING A FIXE BASE IN A SPECIAL STEEL MOMENT FRAME SYSTEM. I AM USING HEADED ANCHOR IN TENSION. THE ANCHOR IS DESIGNED TO LAP WITH THE PIER REINFORCING BECAUSE THE PIER BREAKOUT CONCRETE STRENGTH IS NOT GOOD IN MY CASE. DO I NEED TO CHECK THE CONCRETE SIDE FACE BLOWOUT STRENGTH OF...

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