Engineering Center

Hi, We are interested in the prestressing force values for anchor bolts, specifically the M16 bolts / 8.8 and 5.8 grades. Kind regards, Ash

Hi, what sort of results should be expected with RE500 underwater? we understand that it has a longer curing time however does underwater impact its performance?

Hi, We have just installed some rope access anchor points, M12. using RE 500 v4. We have penetrated the existing membrane on the roof slab, the certifier would like to know if there needs to be another coat of membrane on the anchors. We have used adequate RE500 to create a bead of 5 - 10 mm around the base of the anchor. I f...

I am looking for an ecconomical way to use a Simpson Strong-Tie to support the end of a timber Bearer against a 200mm Concrete Rise Wall

How many times can i generate a report for anchors design? because i changed spacing for anchors & tried to generate a report but cannot select this option anymore.

Hello, can you please assist in helping me nominating a countersunk alternative to the following anchor, the connection is experiencing around 2kN shear and no uplift so hoping for something economical. MIN. BLADE TO SLAB FIXING 2M10 HILTI HIT-HY 170 + HAS ANCHORS (OR SIMILAR APPROVED). 60mm MIN. ANCHOR EMBEDMENT . DO NOT DIA...

what are the physical properties of Hilti RE 500

Hi, Just wondering, does Hilti have any minimum requirements for the spacing between an existing Hilti anchor and a new Hilti anchor? The existing anchor is HY200 + M12 HAS 5.8. The new HY200 + M12 HAS 5.8 will be installed next to it. Regards, Steven

Do you still supply the Hilti HIT-V threaded rod?

Hi team, I am currently proposing a base connection with Hilti HAS-U M10 threaded rod with HIT-HY 200-R V3 injection mortar. The tension & shear load (0.45kn & 1.185kN) is minor and it passed the design capacity based on the software and technical datasheet. However, it seems like the minimum embedment depth needs to be min...