Engineering Center

when required to extend the wall in the horizontal direction, it is necessary to use post-installed rebar in the horizontal direction, please provide me how to check the cone failure of these bars in case the post-installed bars with cover 50 mm

I have an isolated column with 4 symmetrically space anchor bolts (14). The applied moment is 22,128 lb-ft but the tension in two anchors is reported as 714 lbs. I don't think this is correct. I think the tension in two bolts should be closer to 9538 lbs.

I am using Hilti PROFIS to design the end anchorage of the concrete columns with the existing concrete columns at the slab level. The end reactions include axial compression load, shear forces in both directions and biaxial moments. I am observing different anchorage lengths: 250 mm when not selecting 'Include reinforcement in...

We have a hollow block density of 1450 Kg/M3, wherein we use HY 270 with mesh sleeve and HAS - U M10 after fixation and curing time we were able to rotate the anchor inside the hole without coming out and we did a pull-out test on the same anchor and the results shows the anchor can carry still the required load of 3.5KN.Now o...

We are using HY 200 R V3 chemical for anchor fixing M27 (AM M27x2000 8.8 grade rod) diameter rod, instead of 30 mm hole diameter, we have made 60 mm diameter. Please advise if there will any issue with the load bearing capacity of the anchor.

What is the standard that Hilti adopts when doing On-site Pull out tests? like how many anchors/ rebars to be pulled for the test? is there any fixed percentage?

Can it be assumed that if an anchor HAS U HDG M16 is compatible with this adhesive, the failure could only be the anchor or base material and not the adhesive? I have a base material padstone with compressive strength 7.6 MPa, whereas for HIT HY270, the shear capacities mentioned in technical brochure are based on masonary bas...

looking for certification for yesterday's webinar

please clarify how i can represent hook bolt in hilti profis software.

trying to design with HAS-U M33 - RE500 but maximum size found was M30