Engineering Centre

What Resin Capsule can be used instead of Hit-HY 200, that will have a similar performance.

Could let me know if the 50mm fire collar will work on a 30mm penetration and then any gap filled with a suitable product or if not, can you advise or any other Hilti products that can be used for this size hole? 

We often design post fixed rebar or rods in PROFIS choosing chemical anchor HY-200. However, our supplier apparently only procures HY-170 and this is NOT available in the software. I can see from the data sheet that the 200 version is seismic certified and marginally more resistant: 1. What are the main differences between the...

Hi, I have specified a HIT HY200A HAS-U M16 anchor in an insitu RC pad foundation. We would like the contractor to carry out a proof test for tension pull-out to confirm the anchors have been correctly installed. Is there any guidance on what this load should be if the maximum design tension load = 35kN? Thanks

i see that when i enter sustained loads that are more than 60% of the design loads the capacity is not reduced, utilizations stay the same. is it not supposed to be reduced up to 40% between sustained loads that are 60-100% of the design load? thanks

I am trying to add some supplementary rebar to a design with 9 no. anchors. I also reduced this to 6 no. anchors. Can you advise why I am getting the error with 9 and 6 no anchor arrangements "Supplementary reinforcement is only allowed with static and seismic, anchor arrangements up to 9 anchors and with EN1992-4"

Can I import anchor layout import from AutoCAD?

I have previously used Profis and chosen HIT-HY 200-A resin with HAS-U A4 M12 anchors. I am now revising the loads but Profis will not let me choose the M12 anchor. The smallest choice is now M16. Is there a reason for this?

I have a column base plate which sits over a padstone on the internal leaf of a cavity wall. Would you please advise what the best fixing for the hold-down anchors is.

What is the difference between hus4-c and hus3-c. I have a box of each. I need to attach timber soleplate 9x2 to concrete. Soleplate is timber that timber frame panel sits on in a timber frame house? Which anchor is best ? What is difference between them?