Engineering Center

I have a project that I'm in the middle of. I have some anchors designed with Hilti Profis Anchor 2.9.4. Now if I try to review or modify the anchor selections, Profis does not load. The anchor calculations were completed less than 2 weeks ago. Has access to Profis Anchor been terminated? Will all new modifications to exist...

the software has some problems with registration. In fact, when I try to register the software with my activation key, the software does not connect with the internet (even if the connection is available and has no problem), and then it shows me an error pop-up, as you can see from the following images. I did try multiple time...

Has Hilti considered adding the option to choose a round concrete pier for the base geometry in PROFIS?

The ESR details the minimum baseplate clearance hole diameters for the different anchor diameters. What is the maximum clearance hole diameter for a 3/8" diameter Kwik HUS-EZ anchor?

Is the working time included in the cure time, or is cure time in addition to the working time? For example, working time 3 minutes, cure time 7 minutes... can you load the anchor at 7 minutes or do you have to wait 10 minutes from when you start dispensing from the cartridge?

Does hilti equipment have the capability to drill a 28" deep hole? I have a condition where I need to epoxy a threaded rod 12" into the top of a foundation however there is a 16" slab on top of the foundations (16" 12" = 28")

I will be doing a 3" core drill to set anchor bolt AB-101 which has a 2"*1/4" washer welded to the bottom, the anchor stud is 3/4". What type of epoxy would you recommend me to use?

The RE 500 V3 ESR says the maximum long term temperature for this epoxy is 110 F. We had some anchors installed using this epoxy for a tank where the long term temperature at the anchors was about 95 F. The operators want to change the operating temperature of the tank which will increase the temperature at the anchors to 120 ...

I am designing a base plate subjected to tension force, shear and moment. HIT-HY-200 HAS-V-36 are used. Design pass if 5/8" anchors are used with max utilization ratio of 83%. For the sake of unifying the anchores size in the project, 3/4" anchors are used. However, the maximum UR becomes 121% which is not passing mainly...

I am attaching a guard rail to a 10" Precast Panel wall (3" conc | 4" Insulation | 3" conc.). What is the appropriate thickness of concrete to be used? Or, what is the most appropriate anchor to use for such conditions? Can an expansion anchor be utilized?