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Loading Analysis for base plate anchor bolt

Loading Analysis for base plate anchor bolt

RE: Loading Analysis for base plate anchor bolt

If you are interested in the finer details of how their program works, and its calculation methodology, then you should probably call HILTI directly, and ask to speak with someone in their engineering department. No one knows their program as well as they will. Good luck in your inquiry,
Dave

Thaidavid

RE: Loading Analysis for base plate anchor bolt

Profis assumes an infinitely rigid baseplate. The rest is simple geometry.

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