Hilti Profis Free

0 views

Skip to first unread message

Giraldo Allain

unread,

Aug 3, 2024, 5:21:50 PM8/3/24

to sanglepscreddif

I have watched a few tutorial videos on the Hilti Profis base plate design but am still confused about one thing. When using the CBFEM method, after you click "calculate" and the box pops up giving information about the anchor loads and plate deformation, what exactly should I be looking for when the anchor forces are being compared? When comparing the anchor forces of the infinitely rigid plate to the CBFEM method, what are good percentages to look for? In our office we try designing base plates with this percentage to be 10% or less but in these tutorial videos, you have accepted much higher percentages. Is there a different cutoff percentage we should be looking for (other than the 10% we are currently using)?

Hi Alicia,

Please refer to the article Using CBFEM to Validate Rigid and Non-Rigid Base Plate Assumptions. For further assistance, please contact hnatechnic...@hilti.com.

Regards,
Ashley

When I submit my registration for profis anchor channel registration, the software is telling me that " The activation key could not be activated because there is no internet connection available". The problem is that my connection is working well. I did try multiple time and with 2 different activation key, but the same result happen.

Hi Yvonne,

Unfortunately, we have experienced some issues regarding integration of third party software with PROFIS Engineering. We currently have tickets submitted to get these resolved. If the issue persists, please reach out to Hilti's engineering team at hnatechnic...@hilti.com. I apologize for the inconvenience!

Regards,
Dani

I created a file and created a square baseplate, and on one side profis did the math right and on one side it founded incorrectly and I can't fix it because this terrible program is always trying to figure out what I want and do math for me. Is there a way to turn off the "automatically do incorrect math" feature so I can put in the correct dimensions?
I've said it so many times before and I don't expect you to listen, but please go back to the old not online version of profis. It was so much better. The only possible advantage to this new system is the fact that it can do anchorage to concrete pan deck, but you don't allow that unless I pay you, and I'm not going to pay you in order to specify your products and make you money.

Hi Ryan,

To assist with anchor placement, open the design and select the "change to 2D" button. The 2nd tab on the far left hand side on 2D view allows users to input anchor node locations with x and y coordinates. See the attached image. For further assistance, please email hnatechnic...@hilti.com.

Regards,
Emily

O LinkedIn e terceiros usam cookies essenciais e no essenciais para fornecer, proteger, analisar e aprimorar nossos Servios, e para exibir anncios relevantes (inclusive anncios profissionais e com vaga) dentro e fora do LinkedIn. Saiba mais na nossa Poltica de Cookies.