HILTI ANCHORS DESIGN SOFTWARE FULL
HILTI ANCHORS DESIGN SOFTWARE PRO
HILTI ANCHORS DESIGN SOFTWARE SOFTWARE
HILTI ANCHORS DESIGN SOFTWARE TRIAL

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HILTI ANCHORS DESIGN SOFTWARE FULL

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HILTI ANCHORS DESIGN SOFTWARE PRO

You can also download the report and it gives more detail about the calculation which could help see if you're missing something.Compatible with WordPress 5.8 and WooCommerce 6.0.Д¬omplete live Theme Builder and WooCommerce BuilderДЇull Elementor, Elementor Pro and PRO Elements compatibility. Otherwise it could always be that it doesn't align well, which is why it's good to test. Double check if I get the same result too. I can try and help diagnose if you could pm me the other tabs in your model. Hilti Profis uses their own tested data of their proprietary products in the software, which may not align with the theoretical model Using the incorrect formulation for the loading, eg using the ductile formula when the anchor is non ductile Using cracked/uncracked concrete in the calculation, when you need to use the other There are a few things I can think of off the top of my head that might cause you to get different results: I have used it for chemical anchoring into existing concrete with Hilti HAS threaded rod and hy200 adhesive, and the results line up with what you'd expect from their published tables and demonstrated testing at my site. Turns out I can easily generate the report from HILTI PROFIS and it'll tell me what it's using to calculate each of the values. Д®dit: Solved, thanks everyone who commented.

HILTI ANCHORS DESIGN SOFTWARE SOFTWARE

I'm inclined to just believe in my calculations and equations from the Canadian concrete handbook, but HILTI PROFIS is a commercial software so it makes me think that it should work properly and that I've just done something awfully wrong. But the concrete breakout statistics are worrying - does HILTI PROFIS check the effects of grouped anchors? As per the Canadian concrete handbook, the anchors shown in the previous link are close enough to require considering the effects of grouped anchors. The steel resistance failure I'm not too worried about - maybe I used slightly different stats. Steel resistance failure = 15% utilizationД¬oncrete breakout, single anchor = 21% utilizationД¬oncrete 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.

HILTI ANCHORS DESIGN SOFTWARE TRIAL

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.

Hilti anchors design software