Engineering Center

How do you change embedment length for HY-270 threaded rod in grout filled CMU?

WHY IS EMBEDMENT LENGTH FIXED TO 120MM Software doesn't let me change it

Is there a way to import or access capacities of the old KB-TZ anchors in the current Profis software? I have existing anchors that I'd like to evaluate

Why can't I change the cast-in anchor length anymore?

We are needing to know if this finish is tintable and or will our current paint work on top of it as a finish coat? I have attached the spec sheet for our current paint.

When anchoring into concrete you are given the option to do a custom anchor pattern, however this option does not seem available when anchoring into CMU. Is this something that will be added to the design software in future versions?

My engineer is asking for 2⅝ x 7⅝ HAS SUPER-A 193 anchors. What is the Hilti equivalent?

Are there anchor options for seismic loads in unfilled CMU and multi wythe brick masonry?

I cannot input an axial force in the anchor rods. I cannot input any value in N row.

A couple of times in the design the combination utilization percent is lower than the individual tension or shear utilization percent. Is there a increase in combination ratio? if yes, how much? Is there