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This document provides input data and load calculations for a Hilti HAS B7 M12 anchor with an effective embedment depth of 70mm in cracked concrete (C20/25). Under the design loads, the anchor experiences a shear force of 830 daN which is less than the shear capacity provided by both the steel strength (2359.5 daN) and the pryout strength (1643.3 daN). The utilization ratios for shear are 36% and 51% respectively, indicating the anchor design is adequate for the given loads.

Author

sobhi

Language

EN