Engineering Centre

Hi, We are trying to open a .hap file on a prosjekt from 2004. We have followed teh steps in the link but stil get a message as below saying that we need a flie of format .pe .pa2 or .profis3. Can ou help with how to open the file? https://ask.hilti.com/article/profis-engineering-faq/8a01ye

Hi. We're developing a design to attach posts to existing RC concrete. There is a desire to use the HUS4 screw anchor without resin. There will be very little flexibility on the position of the drill holes, so there is a risk of clashing with rebar in the concrete, in which case we will drill/core through the rebar. As the HUS...

We need to bolt a wall plate onto the inside of the wall at first floor level to support the floor joist. Can you please advise on the type of fixing

Hi, I have a query on the calculation of concrete edge failure on a beam-to-concrete wall end plate connection. I am a civil engineer designing an end plate connection from a UC to an existing concrete wall by using Hilti Profis online tool. In my design scenario as shown in the attached image, the connection is very close t...

Do you provide anchor solutions into aerated concrete blocks?

The masonry fixing value appears very low in the attached file and would appreciate your help. The pull out value seems very low.

Hello, I am specifying M12 or M16 HILTI HAS-U 8.8 steel anchor rods with HY 200-A adhesive anchors and was wondering how we can achieve a 120 year design life as per the UK annex to Eurocode 0. At the moment I can only see how to achieve a 50 or 100 year design life but not 120. Thanks in advance for any help you can pro...

Application is fixing of M8 stainless steel rod into limestone for suspension (so load is only the self weight of stone which will be modest - no more than 0.35 kN per fixing point). I can see that Hilti RE500 might be suitable when I use your selection tool but none of the product literature then mentions stone at all - am I ...

Hi there, We were put in touch with your company by Knauf and are looking for a cladding rail system to use for their AQUAPANEL cement board for external cladding. I understand you provide a lot of systems, so just checking what you would recommend when applying to approx. 60sqm of wall space to a fifth floor roof terrace of ...

For interface shear design, Hilti Calculation is defining the embedment depth based on the yielding force in the rebars rather than the actual utilisation. It means adding more and more anchor bars doesn’t reduce the embedment depth, and only reduces the utilisation. On the other hand the embedment depth for tension rising fro...