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  • Hilti Profis Anchor in Shear - Eng-Tips
    When checking Hilti anchors in Profis, it is drastically conservative on shear when grout is used Typically, I use 80% of the strength of the anchors without grout Is this a common problem?
  • Hilti Profis Edge Distance on Base Plate | Eng-Tips
    When using Hilti Profis to size cast-in-place threaded rods, the program is using a value for minimum edge distance from the base plate to the center of the hole equal to 1 5 times the hole diameter They're using a hole diameter equal to the anchor rod diameter plus 1 16" So for a 1"
  • Hilti Profis Shear Reinforcement - Eng-Tips
    I am designing a column with high shear and moment I used a shear lug and it's calculating for concrete breakout in shear by shear lug However, it's still failing So I clicked on shear reinforcement for anchors but that didn't do anything Is this because shear lug is meant to take all the
  • ACI 318-14 Anchor Max Embedment amp; Min Spacing and Hilti Profis amp . . .
    With respect to typical cast-in headed anchor rods I note that Hiti Profis and Simpson Anchor Designer both limit you to a minimum spacing of 6 x diameter
  • Profis, Powers or Simpson? | Eng-Tips
    A Hilti rep once told me that the same entity actually wrote all three programs I have only used Profis, but it is my understanding that they all have an eerily similar interface If that is the case, you would think that they would at least all be consistent in terms of accuracy, assumptions, etc 0 Apr 2, 2018 #15
  • Hilti Profis Diaphragm - Eng-Tips
    Hey all, I am playing around with the Profis Diaphragm designer, and I am coming into an issue regarding deflection calculations I have emailed Hilti about this, but I'm hoping someone here might have a quicker answer since Hilti appears to be on vacation To prefice, I have always thought of
  • Anchor Design Software for Circular Drilled Pier? - Eng-Tips
    Every anchor design software that I'm aware of (i e Hilti Profis, Dewalt Design Assist, Simpson Strong Tie Anchor Designer) can't handle circular sections of concrete (i e drilled pier), and can only handle rectangular sections of concrete Am I missing something here or is there another software people use for drilled piers?
  • Trough bolt on concrete wall | Eng-Tips
    In this kind of connection where the bolt goes trough the wall and bolted at the other side of the wall Should I only check concrete edge failure and ignore the pry out failure because when i try to model it to hilti it is failing in pry out categor Thank you in advance
  • Hilti Profis - Eng-Tips
    I talked to Hilti last week regarding an (extremely conservative, in my opinion) assumption that it makes when looking at shear breakout The issue is that Profis assumes, for shear breakout checks only, that the leading anchor takes the entire shear load I believed that this was a mistake
  • Embed Plate Design | Eng-Tips
    I am working on designing some embed plates for steel beams attaching to ICF walls using Hilti PROFIS software I am new to the use and design of embed plates I was wondering if anyone is aware of any literature pertaining to Embed Plate design Suggestions Comments are appreciated





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