Engineering Center

I am looking to specify HST3-R M20 anchors but my project requires a 100 year design life. Are HILTI able to provide mechanical anchors with 100 year design life?

Proposal to chemset anchor into the top end corner (200 wide) a 200 series DINCEl wall. Reinforcement unknown, assumed vertical only N12-333 Central Proposal to chemset into wall centrally (100 edge distance to sides) Cone pullout failure for what is I assume a 100 mm top edge distance and 100mm side distance? Anchor also subj...

Hi there, I am trying to use HIT-RE 500 V3 chemical with HIT-V anchors as specified in the tech manual 2019 but I just could not find this combination in your design tools. I do noticed that in the design tool it has HIT-RE 500 V3 + HAS rods but this combination is not shown in the tech manual. Just wondering if they are both...

I am building louvres into concrete walls and want to ensure that the installation will carry the imposed wind loads and is tamper proof when completed

I'm reviewing pull out tests using the Hilti DPG100. How can it be used to load test concrete failure when the void in the spherical section of the housing appears to be only about 40mm. Does that mean the device could only reliably test anchors with a pull-out cone diameter less than 40mm, so nominally about 20mm embedment?

Hello, I am designing some post installed rebar using the Hilti Profis Engineering suite. I have two situations in the attachment, the only difference being the edge distance is “infinity” in one of them and 14,900mm in the other.   However, there is a huge difference in the capacity, nearly 5x. Can anyone please explain ...

Hi, there is an import load combinations function in profis but it only seems to import a list of combination names. Is there a way to import the load case and forces and moments from a text file and if so what format does this need to be in?

I can't seem to generate and print my calculations if I use CBFEM?

We need to use your products for our project and my engineer asked me to get in touch with you discussing details of project needs, assistance with selecting products, application instructions, etc

What is the minimum slab depth required to accept the Hilti Profis anchor system taking into account that the slab is utilising a Bondek type formwork and the L upper bracket is to be set in a pocket deep enough to be below the top of slab finished surface'