Engineering Centre

Concrete block in stretcher bond - optimised embedment depth will not move from 50mm and shows brick breakout - Why? Stretcher bond will not allow me to change the embedment depth! All can be resolved in Header bond - why is this happening?

Hi, in one project, we need to design some post drilled starters for columns inside pilecaps supporting those columns, because the starters that were installed were the wrong size. Thus we need to drill some bars and install rebar fixed with resin, that will serve as additional starters. All these starters will be in compressi...

Does Profis offer design to ACI 349-13 Appendix D? Or do hilti offer any guidance on the substantiation of anchors to ACI 349-13 Appendix D.

When you have a shear force acting close to the edge so that you need to add supplementary reinforcement the figure of EN 1992-4 (Figure 7.10) only show the anchorage length in a plan view and seem to be for a straight bar, so the anchorange length within the break-out body is quite obvious. But if you use a C-bar (see attachm...

Could you please advise where the loads in PROFIS are applied, is it on the face of the baseplate or the face of the concrete?

Can i get material properties, such as bond strength of HILTI HY 100 GROUT MATERIAL

Can you please advise which Sealant I would need to fill a small hole (one cable) that would be drilled through a fire door frame. The Firedoor is rated at 1 1/2hours

Is it possible to get a copy of the slides shown?

Jag vill kunna lägga in flera punktlaster på ett L-stål enligt bifogad skiss

Hello, Are you organising CPDs for the companies? We would be very much interested in fire stopping as we use HILTI on various projects and sometimes its difficult to get it right.