Engineering Centre

Hi, I'm using the Hilti PROFIS software and I cant seem to find what the difference between HAS-U and HAS-U 100 Years.

As Hilti software only allows me to analyse anchors inserted at the face of the masonry walls. Is there anyway I can analyse anchors inserted on the top of the wall?

Hello, Is it possible to anchor a 800kN tenstion load from a slab 800mm deep to a wall 500mm thick? Thanks hugh

Does the Anchor tester HAT 28 DX Gunite kit #236442 have an attachment that works for HDA-P M10 × 100/20 undercut anchors?

What are the pullout capacities in kN of the HILTI HDA-P M10 undercut anchors in both tensile and shear loading in different concrete strengths. I want to make sure I'm looking at the right tables, particularly with respect to cone failure.

Good Afternoon, I have been asked to determine the requirements of a Hilti Resin anchor for the attached gallows bracket. As far as I can see there is no ability to create a line of 4 anchors within the PROFIS software, is there any other way of testing this shape with the loads it is supporting in such an anchor composition?...

I am designing a balcony to be fixed to a steel shelf angle on a brick and block cavity wall - the outer leaf is a brick 100mm leaf. How do I persuade Profis to accept a 100mm leaf?

Hi, we currently working with demolition works in a former nuclear plant. We are using several electric handhold tools. As we are obligated to monitor the vibrations that workers are exposed to at work, we need to have data on the machines used. Is this stated in the Hilti user guide for each machine?

We need to specify post fixed anchors to a fire collapse moment base plate of a portal column. This is normally considered an accidental / temporary condition in which safety factors are reduced. Is it possible to reduce the safety factors Hilti Profis Anchor software uses for bolt and concrete capacity in this situation? or c...

Hi, Is it possible to view past live events for Profis Engineering? Best regards, Simon