concrete breakout, single anchor = 21% utilization.steel resistance failure = 15% 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.
The Obligation of the EngineerĪnyone 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. Shall be given without reservation for the public good.Īnd in fidelity to my profession, I shall give the utmost. Practical use the principles of science and Has been spurred by the engineering genius.
