Engineering Center

Hello Team Hilti, I would like to ask if FS One MAX can be an alternative for CS-S SA Light on smoke partition walls?

Hilti Profis prompts the user for a sidelap fastener spacing. Not only is this not how many engineers specify sidelap fasteners nor how the SDI calculates diaphragm strength, the module itself does not allow the user to control the spacing of the first structural framing member from the wall (support). For example, pick a jois...

Can Hilti fire rated caulk serve to recertify a fire rated door with small hole penetrations in compliance with CT Building codes and the NFPA codes?? If so do you have and literature you could send me which i can utilized with the State and local Building Officials? Thank you

We are looking for some direction for NEMA 1 electrical junction box installed in a wood framed 1 hr wall (Ul assembly U305). The wall is a 2x6 wood framed with (1) layer of 5/8 on each side. I cant find any fire rating documents for the junction box. The box is mounted for the front of our box to protrude 2 inches past the ...

Good afternoon, we are currently working on a project, and we have come across some head of wall issues, that I believe are incorrect but wanted to double check before we ripped them out. We have a fireproofed I beam, where the gypsum wall meets it in the first picture. I know that pink material is incorrect. But I wanted ...

I have an installation with (2) TZ2 CS 1/2 diameter anchors having 2.5 embedment. If one anchor is abandoned, (ground smooth with face of concrete) can the remaining anchor be assumed to have full shear and pullout values?

I need to design and install 1-1/2in dia. anchor bolts for a compressor, block is already cured and depth of anchor will be more than 24in

A contractor installed a 1/2 dia. Hilti Kwik Bolt TZ2 (3 1/4 embed) with less than the Hilti recommended minimum edge distance in the Hilti ESR. The anchor is installed on a vertical face of a hole in a composite metal deck and concrete floor system. See uploaded detail. There is 1 5/8 anchor edge distance with a 100 lb. shear...

Hello, I am designing an anchor to be installed with HIT-HY 200 V3 however my concrete strength is 2,000 and I see that the documentations specify a minimum strength of 2,500. How can I design the anchor, even if the capacity is much lower? where can I find the design values