Engineering Center

When calculating loads, do you calculate to the top of the anchor plate (baseplate) or to the top of the concrete?

Can mechanical anchors be used in the face of hollow masonry units? I need a non-epoxy solution that can take shear load.

Why does PROFIS apply the entire load to only one anchor when I design a two-anchor connection into the bottom flute of a concrete-filled metal deck (soffit condition)? I would expect the load to be shared between both anchors. Is there a way to have PROFIS distribute the load equally between the two anchors?

Base plate with (8) anchor bolts, but only one (1) won't hold torque. Can this anchor be replaced with an epoxy anchor?

Trying to find out who my local Hilit Rep is. Everyone I have in my contacts is no longer with Hilti.

Is this a code or Hilti requirement that has this minimum spacing requirement? what code can it reference, I am trying to use 5 to match the original base plate but now the anchor bolts are post installed and the spacing requirements have changed.

IN PROFIS I'VE INSERTED THE WRONG LOAD VALUE BUT I CAN'T SEEM TO DELETE IT - HOW DO I DO THAT

I am not able to utilize 8 adhesive anchors in the masonry design software, is there any way I can determine if the Hilti Brand adhesive is capable of supporting my loads in a configuration using 8 adhesive anchors? I have tried to revise the anchorage to utilize 6 adhesive anchors, and the capacity is insufficient.

I need a conduit penetration detail for a UL451 assembly