Engineering Center

We are looking to obtain a 1.5 hour fire rating around large ICI duct work that penetrants though a block wall. The problem is our gaps are larger then we exspected. Do you have a product to help ?

Users are getting refusals that all the licenses are in use, but the very sparse message isn't telling them by whom. Are there any reporting tools on current license holders? A past usage log perhaps?

We are working on a 7-storey residential building where thin brick has been applied to the exterior wall. The brick as have come loose at the very top, and they will be repaired. We are concerned about the long-term installation of the rest of the wall, therefore would like to explore anchoring systems that can be applied ov...

We are planning a project that involves anchoring FRP threaded rods to concrete. We need to determine the best adhesive that provides strong and durable bonding between FRP (fiberglass reinforced polymer) and concrete.

I have 3 projects where I have to install B7 Anchor rods that are anchoring and telecommunications monopoles First one 12 pcs 1.375 x 72 B7 Anchor rods, embedded 1145mm deep x 38mm diameter hole. Second 18 pcs 1.375 x 66 B7 Anchor rods, embedded in a 1145mm deep x 45mm diameter hole. Third10 pcs 2 x 88 B7 Anchor rods , embedd...

Hello, What type of fastener should I use to fasten 2x4 strapping through the brick into the wall? The wall construction is - 4 Brick Veneer 1 Air Space 8 Concrete block Thank you.

Could you check the data in table 36 for the KB-TZ2? It seems wrong.

How many Hiti-hy 200-R v3 do i need to install 1700 HAS-R 304/316 S/S 3/8 with a 2-3/8 Embedment

A local building inspector is requesting confirmation from Hilti that the FS ONE Max firestop sealant is suitable for use on steel pipes going through precast concrete walls and floors. Your literature shows the product is good for regular concrete, masonry and dry wall but it does not list precast concrete. Based on your ...

I have been asked to design a access platform which will be hung from an existing reinforced concrete floor slab. When reviewing the anchor catalogues several have reduction factors for hung installations. Is there somewhere in Profis to ensure this reduction is being applied?