Engineering Center

We sell industrial centrigual fans and I wanted to know if adhesive anchors were a good choice.

Hi, I would like to ask on how does Hilti PROFIS Engg Suite identify what is the most utilized anchor in its calculation if there are 4 anchors? and if there are 6 anchors. Thank you for the response.

I would like to know the pull out test requirements for HIT RE500 V3 using bar M16, hammered drilled and embedded 150mm into C30/37 uncracked concrete. What is the tensile and shear strength for the test?

I am registering for the webinars myself, which, will be watched in a conference room by multiple employees. Do they each need to register in order to receive PDH credit or will there be a sign-in form available to document their participation?

Could decks be mechancally attached to wood framing and achieve adequate shear values?

In my design the concrete comperesive strength is 40 Mpa, for starter bars doweling when use HY200 for designing rainforcing bar in Profis Rebar, the f'c decrease to 17.25 Mpa and can't change it. What is the reason of this? While in using RE500V3 I can change it. Could you please explain the reason of this difference?where ca...

I have some corridors that run into the main area of my building. These corridors are 1 hour rated and have multiple cable and conduit penetrations. The way the construction sequence was has made it nearly impossible to get up to firecualk both sides of the wall. Is there a system where I can just caulk or stuff from one side ...

Hi, I am looking at your intumescent paint data. My W Flange columns need to be rated 3hrs, but I only see up to 2hr assemblies for columns. (Design No. Y633)  Am I supposed to use Design No. 640 to reach 3hr rating on my columns?

For group anchor design, are there option without base plate?

Firestop ,box inserts