![]() ![]() ![]() The steel resistance failure I'm not too worried about - maybe I used slightly different stats. Steel resistance failure = 15% utilizationĬoncrete breakout, single anchor = 21% utilizationĬoncrete breakout, group anchor effects = 85% utilization When I use the equations specified by the Canadian concrete handbook, I get the following: The anchors are HAS-B-105 epoxy bolts embedded 4'' deep in 6'' of concrete. Here is the loading configuration I am working with. Anyone ever use the HILTI PROFIS software? I'm using the trial version and I'm just cross-comparing it against the Canadian concrete handbook and I'm finding that the results aren't remotely close.
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