Engineering Center

quoting a job

Can you provide a top-of-wall detail for a 2-HR wood stud/GWB wall (UL Design #U301) where it meets a typical pre-engineered metal building roof assembly with batt insulation between the roof girts.

We had some left over PabCo 2 hour shaftliner assembly left over from another project and now we are being called out that it will not work with the M2Tech shaftliner that is install in the same party wall system. Both of these products meet all of the technically data for a 2 hour wall separation assembly.

We need a quote for an epoxy to bond a L2x2x1/4 angle to a concrete slab in a custodial area of a school building. I would need a enough for 1,368 LF of angle.

I'm design concrete corbels that will be connected to an existing concrete columns. I plan to post install horizontal rebar into the existing column to resolve vertical shear and horizontal tensile loading. Is the Concrete to Concrete Structural Joint option the correct method for design the post installed reinforcing for co...

I've been asked if there is any way to design 1.5 diameter A36 adhesive anchors. The anchors need to be capable of resisting a maximum tension force of 46,600 pounds in cracked concrete.

Which training do I need to take to be certified to install 200 Epoxy and 270 epoxy.

The cut sheet calls out FS-One-Max to be used on wall penetrations, I called a Hilti Rep and was told the FS-One-Max could only be used for thur penetrations. But to refer to the wall selector. The contractor submitted FS-One-max for a gypsum wall/concrete deck head of wall condition. Per the Hilti selector wall type HW-S-0039...

I attended the PROFIS Engineering: Anchoring to Concrete webinar this week. Where do we find the PDH certificate? Please let me know Thank you

I want to know if you offer online training for the plc 400 layout tool.