Engineering Center

What is the maximum angle of inclination for a post fixed anchor and is there documentation/ a standard that references this for australia?

Hi there, I was wondering if there were any recommendations on the maximum deviation between the results of the rigid baseplate analysis and CBFEM analysis in Hilti Profis or if it is purely down to engineering judgement. Thankyou

Hi there, Could I use adhesive anchor to design since only mechanical anchor could be used in the trial version? Attached please find the snapshoot for your information. Regards, Vin

I got the error “ No equilibrium was found in the determination of the anchor forces. Please change anchor layout, geometry or selected anchor!” when checking Hilti bolt using Profisengineering. Could you please help how to sort it out? I attached .pe file for your reference Thank you for your help, much appreciated

I can not download my two recent certificates from my account. Can u please help me regarding this matter .

Hi Team, I am looking for some clarity on the embedment of a screw anchor, Hilti HUS4-H specifically. With reference to the attached Profis screenshot i have 4 different depths listed for my design. I want to be clear about what the design requires, without being overly conservative. This design has a 12 thick plate being f...

Hi just wondering how to model it in the hilti profis to represent the attached?

hi there, I created a file on trial module of hiliti online. then I installed hilti software on my pc. when I try to export the file it has been exported with .PE type but when I try to open, in software .PA2 or .PT2

I am modelling a plate in Hilti Profis with a continuous single row of anchors, as in the attached snip. I would like to model more than 3 in a row. Is it possible? I cannot find an option for that in the layouts menu. Thank you, Anna

Hi, page 7 on the HILTI HIT HY 200 tech sheet Tech-HIT-HY-200-R-V3-2023-en-Technical-information-ASSET-DOC-11768542.pdf (hilti.com.au) shows that for applications where seismic C2 is required (most strucutural applications in australia according to this website Seismic Design - Hilti Australia , the minimum HAS-U anchor diamet...