Engineering Center

Asking on behalf of customer, How does edge reinforcement affect the calculation for concrete breakout in PROFIS Engineering Anchor design? When condition A is selected for both Tension and Shear, the strength reduction factor is changed. However, selecting one of the edge reinforcement options does not change or in any way a...

How to calculate Torque Moment (for mechanical anchor)? Do you have any formula for calculation, standard support? Thank you !

Asking in behalf of customer, We have a situation wherein the baseplate is sitting almost directly above the hollow core. Just wanted to ask if there is a specific hilti anchor that can be used if they are fixed on a hollow core planks? Please consider the Project location is in Queensland, Australia for your recommendation.

I attended the recent webinar on "Fire Protection in High Rise Building" but I login about 30minutes late as I was in the middle of a meeting. I've checked and found there's no certificate issued to me on that course. Would Hilti be able to provide that certificate ?

Asking for a customer: What should the assembly be for installing a Passive FS for one-side only?

I REQUESTED THE ATTENDANCE CERT HAS BEEN ISSUE BY HILTI DURING ON LINE SEMINAR DATED 30 SEPT 20 AT WEBINAR HOW TO MEET BOMBA REQUIREMENT ON PASSIVE FIRE PROTECTION. THANKS FOR CONSIDERATION.

May I know what is AIA means ?

How can i fixed a newly steel deck slab to existing slab..newly slab used as corridor from elevator shaft..and what would be the design bolt for corbel?

Would like to ask, the RE500 embedment length was calculated based on ACI 318-14. Where i can find the eurocode design for this?

Where can i get the video recording or soft file about the lesson?