Engineering Centre

What is the dia of hole to be made for 20 mm and Embedment Length to be made in footing

Please could you advise where I can get training to use a Hilti DX460MX THANK YOU

As above is there a way to asses fixing to 100mm wall, particularly with a runner of sorts for supporting a new floor or roof on an existing wall?

I am trying to complete a baseplate design and am getting an error when adding supplementary reinforcement. As far as I can tell I am not missing anything that the error is listing. Can you please let me know if I'm doing something wrong?

How do you select accidential load situation in Profis Engineering so that the partial factors according to Tabel NA.4.1 is applied correct? For my case, I get to high partial factor due to ultimate limit state partial factors for design NRd,s.

Hello I have been using Profis Engg Suite and I have a case where the coloumn is on a 50mm grout and at edge on 2 side. Actually one edge is actually a cut-out of 150mm which I cannot really model it like that in the program. Customer prefers only mechanical anchors (mainly HST3), dont want to use injection mortar. My calculat...

My design for an anchor system is limited to using M20 anchors. Using your PROFIS software I have found that the anchor system will work for M20 anchors at 500 or 600mm embedment depths. However, your software only allows for embedment depths between 90mm and 400mm. My question is can you allow for the installation of M20 anch...

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Hi - I've been interrogating the detailed results from a calculation and I typically can't seem to get a similar A_cn and A0_cn value when calculating the influencing areas for concrete breakout by hand. Can you please share a detailed calculation or supporting sketches for the attached file.

We are proposing to secure a new Monopole to an existing concrete base. As the base is of unknown strength and reinforcement our client has requested that we use lower concrete grade and ignore re-bar. This approach seems to negate the splitting check from working and they still want to see splitting as ok, can you advise if i...