Engineering Center

Hi, I have a project that requires the use of M36 HAS 5.8 + HIT-RE 500 V4. However, the concrete wall thickness is only 140 mm. Hilti Profits requires a minimum base material thickness of 224 mm. Does the minimum material thickness need to be complied with? Can I use M36 HAS in a 140 mm thick wall?

I would like to know what the design distance between the anchor and the edge of concrete should be for piled foundations. Refer to my uploaded image. 340mm is the distance between anchors which will be installed in the middle of a 900mm diameter pile. Would it be acceptable to use 209mm for the distance between the edge of ...

Only require one license as I am a one-man band and I want to control my payments. I do not want automatic renewals as I find your system FAR TO COMPLICATED TO FOLLOW

Hi, I am doing a design for 9x M30 anchoring to a concrete section with a Vx = 1080 kN and My = 108kNm. The layout is shown below. From a detailed structural model, Col 1 anchors will have approx 3 times higher reactions (shear forces) than Col 2. However, in the current Hilti design check, the shear forces are actually equa...

We’re working on a project where the contractor is replacing our off‑form concrete shear walls with AFS Rediwall. We have a number of Steel roof beams that will be supported on these walls with post-installed anchors. I’m keen to understand any compatibility issues, design considerations, or installation challenges with usin...

Hi, G’day! I want to run some simulations on Profis Engineering with HAS M12/115 wedge anchor unfortunately it isn’t available. Therefore, I’m wonder if there are any other option which can have similar proprieties which I can use instead??

G'day, We are installing approx. 500 S/S anchors using HIT-RE 500 mortar. I'd like to provide some assurance for the client that all anchors have been installed correctly and are fit for purpose. What does Hilti recommend for on site testing and best practise? Ie. 5% of all anchors tested to 75% capacity. Is there an in...

Hi I've registered for the above event. The session time is 1:00PM (GMT +10) but the calendar event you've sent has it as 2:00 PM. Which time is correct?

can rebar be post-fixed in HILTI epoxy/grout systems without any need to rotate the bar on insertion into the hole? This is to avoid clashing of adjacent installed bars.

can rebar be post-fixed in HILTI epoxy/grout systems without any need to rotate the bar on insertion into the hole? This is to avoid clashing of adjacent installed bars.