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ACI 17.6.2.1.3 - Concrete Tension breakout Strength
ACI 17.6.2.1.3 If an additional plate or washer is added at the head of the anchor, it shall be permitted to calculate the projected area of the failure surface by projecting the failure surface outward 1.5hef from the effective perimeter of the plate or washer. The effective perimeter shall...- billdance
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- Forum: Structural engineering general discussion
