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  1. struceng.id

    ACI318-19 Chp17 - Concrete Breakout in Shear - Edge Distance, Ca1

    Question for the group: Lets say for instance you are anchoring into a 2'-6" thick wall with vertical shear and horizontal tension. You're perpendicular edge distance, Ca2, is 10'-0" on each side of the anchor and the edge distance parallel with the shear load, Ca1, is 9'-0". In your opinion...

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