Engineering Center

Are hilti HDI, HD-L, HDI +, HDI-L+ drop in achor seismic compliant per ibc? For Seismic Cat D.

Hilti has published technical data for RE 500 V3 on installation of threaded rods, through diamond coring, with large holes of up to 1.5 times the diameter. Would the published technical data be also applicable for rebar dowel designed based on external loads or rebar as anchor? This is considering that the concrete condition...

As I observed, Hilti PROFIS Engineering - 3.1.2 check also the shear concrete breakout considering ACI 318-14 Fig. R17.5.2.1d. My question is, why PROFIS considering the whole shear load (Vtotal) instead of shear load acting on the anchor nearest to the corner (V/4)? See attached snapshot. Note that anchors are equally space...

I can't seem to find a code provision directly implying for a minimum embedment depth for post installed anchors. The only thing i can find is the use of 12db embedment depth for petrochemical facilities. Is there a rule of thumb we can assume for the embedment depth it's: a. shear only (e.g. 12db or 10db) b. shear and tension...

Does Hilti have min. pretension and torque requirement for anchor bolts?

In the project, there is no usual emphasis on how to correctly check the application of firestopping for your construction projects in the PH especially for through penetration MEPF utilities.

Why is Shear Lug option not appearing in profiles tab?

what is the effect of grout in the anchor assembly's performance?

I've noticed some of my Profis files using the HY200R V3 + HIT-V anchors are no longer available as selection. Is there any official advise what products are recommended with the HY200R adhesive?

Why is there a max recommended embedment by Hilti?