Engineering Center

Please advise what solution for AAC (Mechanical anchor) and how to simulate in profis, the AAC block compressive strength is 4 N/mm2, thickness is 125 mm

Dear Hilti, The customization function for the stiffener plate is missing. The current standard stiffener plate location is of undesirable location. Please solve the issue. Thank you.

Do we have an excel file for Firestop Sealant Volume Calculator wherein we can input the details then can generate the estimated sealant consumption

We are currently designing one shear connection of Stee beam to RC column. Based on the recommended loads it can pass but we put in the software with 6M20 chemical anchor bolts, for shear, Concrete edge failure is 100% (this bolt is 135mm from the column edge). Then we tried with 4 M24 bolts with 150mm from the edge of the col...

Dear team, In case of stock issue. HVU2 M20 are not available and M16 is on stock. Customer also not use other option for chemical like RE500.RE100.or Hy200 which local MO stock available. Can they use 2pcs HVU2 for 1 anchor M20 ? If yes is there any document approval or commented . Thanks Sunnie

May I know how many cpd points for the webinar conducted on 30 Sep 2022 titled Concrete overlay applications and design ?

Dear Hilti, I'm currently design Post Installed Rebar using Profis Rebar application and I have question on the calculation report : On the section Controlling bond strength (formula : fbd,HRM = max(fbd,HRM1.0; fbd,HRM2.0)), why the larger number of bond strength is selected? Isn't it more conservative if we select the lowe...

Hi, I'm designing an angle shape steel (L Profile) as baseplate on Profis Engineering. But I can not input the N or Mx, My value. I can only put the Shear force value. Why can't profis design this type with Tension or moment? Thank you

I click buy premium but it can not use

What does "cover the line of acting tension" means in Profis Rebar? See attached screenshot.