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This document provides an analysis of anchor design for a concrete fastening point using a Hilti HST3 M16x135 anchor. The analysis considers load cases applying 14.48 kNm of moment to the anchor. Under the controlling load case, the maximum tension force on the anchor is calculated as 16.682 kN, which results in utilizations of 31% for steel failure, 93% for pull-out failure, and 93% for concrete breakout failure. All calculated utilizations are below 100%, indicating the anchor is adequate for the applied

Author

Mohammed Hafiz

Language

EN