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This document provides an example of calculating the concrete breakout strength of an anchor bolt group in shear according to ACI 318 codes. It details the steps to determine: (1) the projected concrete failure area and total projected shear failure area, (2) the modification factors for edge effects and group loading, (3) the basic concrete breakout strength of a single anchor, and (4) the final concrete breakout strength of the anchor group in shear through the ACI-provided equation. The example uses valu

Author

Joel Tan

Language

EN