Engineering Center

What FoS does HIlti apply to masonry/brick?

Please refer snap, I am designing this anchor its safe in design but in report, its showing not available element. is this specific anchor with effective embedment is not available.

Suddenly the HIT-RE 500 V3 is not in the anchor options anymore. Is it phased out? Can we just replace HIT-RE 500 V3 with HIT-RE 500 V4? Thank you.

Hi, I was designing some steel-to-concrete connection using HILTI PROFIS Engineering. I wanted to use HIT-RE 500 V4 HAS U-8.8, two M27 anchors with 290mm embedment depth for the connection. It passed the check but showed no standard item number available. What does that actually mean? Can I still use this anchor with the e...

Do we need to added any reinforcement on these location ?

Need some EAT and technical solution for installation under water with Rebar and Anchor.

do you have a load or capacity chart for your anchor bolts? can you send it to me for reference?

I am using the PROFIS Engineering online software to design the hilti bolt. But after I insert all the design data, it shows my design failed with a very high percentage at concrete edge breakout part. Could you please advise?

Asking in behalf of the customer. During a proof load test, the anchor fail due to concrete breakout. they are checking if they could repair the concrete using epoxy grout or other materials used for repairing concrete, and afterwards drill again on the same spot. however the epoxy here would bond with the grout instead of th...