Engineering Center

Does the omission of 1.75 diameter from the large diameter technical bulletin mean 1.75 is not available?

Is there any way I can get your help filling this out

Using Profis to check anchor capacity utilizing a threaded rod into the face of grouted CMU yields a much higher capacity than using the same configuration of loads and anchors into hollow CMU with screens. Isn't the use of screens supposed to provide the same capacity for use in hollow CMU?

I registered for the seminar on the Impacts of Improper Installation. I tried to log in and got this message: Access to this event is restricted. I tried to log in, but cannot use my hilti user

I registered for the seminar on the Impacts of Improper Installation. I tried to log in and got this message: Access to this event is restricted I have never had this issue with a Hilti seminar before including last week.

Hi Hilti Support Team, I need to select the right UL firestop system for an upcoming project. Could you help me verify the correct system number or let me know if an EJ is required? Here are the specific parameters: Barrier: 2-Hour Gypsum Wall. Penetrants: 6"x6" Square and 6" Round sheet metal ducts (without dampers). ...

I am anchoring shade sail tension cables to an exterior hotel wall/deck condition. The wall has brick veneer outside, but the brick is not structural. Behind the veneer is a concrete slab/structural concrete condition. I cannot remove the brick and I cannot access the backside for through-bolting. I need an anchor system that ...

How can I access a past session recording video presentation? I would like to access a past session recording video on Learn about reinforced concrete design using post-installed adhesive anchor systems.

I am trying to enter the emails for our engineers and am only able to add 3. Is there a way to include all of them so that they receive a certificate? There will be 14 total

a column was misplaced and needs to move 2 inches. can the existing epoxied 1 inch diameter bolts be cut at the surface of the concrete and new bolts drilled and epoxied 2 inches away from them and the full design value of the new bolts be used.