Engineering Centre

Good morning, I am a structural engineer currently designing an M12 anchor bolt fixed to a cavity wall, which is constructed with two layers of 100mm-thick blockwork (7.3N/mm² strength). When selecting the blockwork in the software, I can see the 440x215x100mm blockwork option. However, the minimum strength allowed by the so...

Please advise the appropriate fixings for a 100 X 75 wood post to brickwork as enclosed sketch

I need to hand a 5ft by 15ft banner, that will suspended on steel wire rope, the slack will be taken up using turnbuckles. I need to drill into the wall and fix a D ring to attach the turn buckle to. What type of fixing wld you recommcc ?

Hi, I am designing post-installed bolts for the support towers. We plan to use HILTI adhesive anchors and are modelling the base plate connection in HILTI PROFIS. However, I am unable to find the option to select a double channel cross-section that reflects our specific configuration. Our goal is to check the concrete stress...

Hi I'm looking to cast a plinth onto a roof slab that is 130mm thick comflor 51 slab. I want to resin fix starter bars for the plinth, however I've been using the profis software and it says i need 100mm embedment. Due to the reentrant nature of the decking there is only really an allowable thickness of concrete to embed int...

Could I have part numbers for the following please? A guide roller for a DCH ex 300 - serial no. 64163 - and a handle for a TE60 - serial no. 18082.

Hi, I would like to use chemical anchors HAS-U A4 anchors (stainless steel) for some process platforms and I need to provide the dome nut for them. Could you confirm if is it possible to have dome nuts and how to specify them for this type of anchor? Regards Piotr P.

I have the message - The selected anchor layout and baseplate shape combination is not allowed with seismic design.

is Hilti fire stopping of services limited to one partition supplier are the tested solutions particular or either have you tested with all plasterboard suppliers (and wall types) or can you tested material apply to general plasterboard partitions?

We are currently have a full CLT structure. Is this product able to be used with CLT? Can this product be used vertically? Is there any distance that services need to be away from each other going through the block? Can this block be any size at all? Your help would be much appreciated. Many thanks