Engineering Center

As this webinar takes place late at night NZ time - we would be grateful to receive a recording that we can watch at amore suitable time. Please advise if this is possible. Thanks

Need to fix commercial washing machines to the slab

Why do the tabled values for Hilti Hit HY 200-R V3 anchors report higher values for C2 anchors than calculated within the Hilti PROFIS software. For instance - A C2 grade 8.8 M24 anchor is shown to have 82kN capacity within the technical brochure versus 44.88kN calculated within PROFIS. Note the capacity of grade 8.8 M24 ...

How is the volume of epoxy or mortar per borehole calculated in the Volume Calculator app?

Can seismic filling set be used in applications where the holes in baseplate are oversized or is it only designed for use in typical drilled hole tolerance? (e.g typically M20 with a Ø22mm hole, will it still work in a C2 seismic category with a oversized Ø25mm hole)

Is using Hilti HIT RE-500 V4 with rebar appropriate for seismic loading in New Zealand. The Technical Data sheet only refers to C1 load capacities for reinforcement?

What constitutes close and tightly spaced stirrups? We have an existing beam with stirrups, but I am curious if the reinforcement is adequate enough to be considered close/tightly spaced.

Hi Hilti, I am trying to find what the requirements are around proof testing of the HIT-RE 500 Injection Mortar? what the required load to use for proof testing is? Where can I find this?

Hi there, Could you please advise if you have an appraised solution for bottom plate anchors to NZS3604? Have you got the data sheet to go with it? Thank you. Toby.

Firestopping device needed to be used on the outside of a building for cable. Breezeblock is the base material. Needs to be weather resistant