Engineering Center

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Can you provide a detail and UL (or other agency) design for firestopping at the joint between top of 2 hour rated CMU fire wall and the underside of a non-rated metal roof deck? (Fire wall may stop at underside of deck per 2015 IBC 706.6, Exception 2.)

I am using Hiltiprofis for the design of embedment plate and anchors. I am using cast-in place anchors and unable to increase the depth. The depth is set to 4.72in by default.

there is a warning for hef is outside of approved values. please let me know what is hef

The ICC report lists diameters down to 1/4", but Profis does not show any anchors smaller than 1/2" diameter, regardless of load or geometry conditions.

We are installing rebar using Hilti HIT-RE 500 V3 adhesive into concrete. Is there a minimum CURING time required for the concrete for installation of the rebar assuming the concrete has reached the design compressive strength prior to 28 days?

Can you design for shear lugs using profis? Either a plate for shear in one direction or an HSS tube for shear in two directions.

Hello, I have been having issues in increasing the embedment depth of CIP Embed headed studs. It resets to 4.724". Can you please let me know what is the issue? My email is skaruppiah@datumengineers.com and contact is 13108011421

We are designing anchorage into the top of a 10" CMU wall but cannot find how to change the wall thickness in the program.

How do I enter loads Vz, and all moments in the load chart as they are locked out?