Engineering Center

i have registered for the webinar, and was asked to confirm email, then no confirmation received on the registration instead was routed to the Hilti webpage. pls assist. Thanks

Please advise on the recommended test load on Anchor Stud HSA-R M8x70mmL with our drilling depth of 54mm.

I am trying to calculate the tensile and shear loading values for HILTI HIT-RE 500 V3 with HIT-V rod using the simplified design method. What are the cracked and non cracked values for N0Rd,p , N0Rd,c & V0Rd,c? Please advice how to compute loadings for cracked concrete.

CAN WE USE HAC 70 ON CORNER APPLICATION FOR FACADE?

Is it possible to obtain leak rate for gases for hilti firestop blocks? (m³/m²)

HI. Is there an option to customize the shape of the stiffeners in Profis?

what is the difference between designing a rebar as shear dowel and using HCC k shear connector? How is the strength of HCC K connectors derived?can someone shaee the catalogue for HCC K connectors?

How Big is the maximum opening on Floor for CP 670 system? I currently have Opening 1600 mm x 1600 mm is it possible to use CP 670?

I had attended the Webinar on 14/03. Until today, I am still yet to receive any e-certificate. Kindly check for me. Thank you.

Hi, I would like to know if there is an updated (new) URL for PROFIS Rebar Online? So far, I found this URL https://profisrebar.hilti.com/ However, I am having doubts if that URL is the latest. We have access to the PROFIS Engineering Suite but I am interested in concrete-to-concrete anchoring using post-installed Rebar.