Engineering Center

Is it possible to move projects in profis to be sub projects? We have a particular way we like to organize our projects but over the years younger employees did not following the correct protocol in creating their projects causing a bit of clutter. After briefly looking, I don't see an obvious way of moving files around. It lo...

Hi. The report button isn't available for what appears to be a working anchor solution. The error seems to be related to having no standard item number available, though this would be a simple rebar anchorage to concrete. I've attached a screen shot of an example. Thanks for your help.

I have a vertical pump installed on top of a concrete pad. The pump is attached to a steel plate as shown with 4 cast-in-place anchors embedded 12 inches in concrete. Ultimate loads are Pu= 4.927 lbs and Mu= 14467 in*lbs. However, I am not able to run the calculations. What am I doing wrong? I just wanted to check it the anch...

Per the current ESR-2269, the minimum spacing is 4 inches (4.2.3). Have a field condition where the X-U's were used to attach M550 clip (3-fasteners at 2 spacing) to concrete podium deck to secure diagonal braces/kickers. Since we are attaching to podium the fasteners were 1.25 length to avoid the tendons. I had referenced 20...

Please see attached file. I am using bolts to install to wood floor for the channel. And bolts on the side panels to 6”. X 2”. Wood pieces Please advise on bolts and if there is any thing else such as an epoxy that may be required

Good morning, For one of the project we are planning to use 1.25in X 12in long post installed mechanical anchor bolt something similar to Kwik bolts but could not find any available on your website. However, in HILTI PROFIS software HSL4-G M24 bolt is available which has 1.25in diameter. Can you please provide part number and...

Hello, I have a unique connection condition I'm trying to resolve, and I think Hilti may have the right products to help us do so. Attached is a pdf of a few drawings and the contractor's proposed assembly for you to reference. Our project is an existing structure at the University of Wisconsin - Madison. We were not involv...

We are looking for a 3hr UL detail for a cast in place area / floor drain. With F and T rating of 3hr .

Please allow project folders to be moved into other projects as subfolders. We now have many project folders in our company directory in Profis and we'd like to better organize it by using subfolders but it would be very time consuming to create all the necessary subfolders and then manually go to each design that needs to be ...

Essentially we have a 1-hour rated slab that the slab edge was in the wrong spot and we need to scab on a bent plate. However being a rated slab we need some sort of hilti fire stopping detail to maintain the rating. We will have drywall as the outside finish.