Engineering Center

Would Hilti Profis Concrete Anchorage design software be used in Nuclear Power Plant? I have a Seismic equipment anchorage to be qualified in Nuclear Plant, how to apply the engineering input for anchorage bolts to concrete by Hilti Profis software? I selected application for Nuclear Power Plant under Categories and all the ...

How many 16.9 oz tubes of Hit-Hy 200 will be needed for 804 1/2x41/2 stainless Hit-Z anchors

Hello. I have an existing 6 seismic joint running all the way up a 7 story building that I need a 2-hr firestop for. Is there a product or UL detail for this condition? All the details I could find specify a max 3 1/2 wide joint. I have attached a document showing the original detail used at time of construction and an image...

We have 1 hour fire partition directly in line (parallel) with a roof bar joist and are curious what options are available to maintain the rating around the joist. Also, what recommended products could be used building the same wall system around joists running perpendicular to the wall? I'm curious if there are products to ...

Hello, what is the difference between the A and R? The Oregon Department of Transportation lists the 200-A on their QPL. Can the 200-R be used interchangeably?

Can they drill it out or does it need to move? Are there recommendations for drilling out?

I have a project in CA where I need to anchor a Relaying Cabinet to the floor of a Control Bldg. The anchoring was not very well thought out in the design phase, so now I am tasked with anchoring these panels to the bldg floor that is only 3 thick. The loads per anchor 450lb in shear and 120lb in tension/compression. What a...

Hello, we are currently using PROFIS Engineering to design the anchor bolts for a flare stack, but we have a few questions: 1.Circular Concrete Pedestal: Our concrete pedestal is circular. Can PROFIS Engineering accommodate this? If so, how should we proceed? I noticed that the default concrete base materials in PROFIS Enginee...

Requesting minimum torque for KH-EZ 3/8 X 4 into concrete . researched and found the max torque value ( 40# but need the minimum. this is being questioned by an inspector on a school project

I did the ANC101 seminar today. The link for the test was emailed to me. That link does not work. Instead of the test I get an error message saying it could not log me in. I was logged in. How do I get to the test?