Does everyone do year-end performance reviews to discuss how you did on your project objectives and professional development goals? I love meeting with my team to recap all their amazing accomplishments for the past year, discussing long-term career plans and figuring out the steps we will take to implement those plans over the next six months, year, and beyond. I hate, hate, hate, hate doing all the paperwork that HR requires – but I am done with it now, so I’ll get over it.
One of our new product objectives for 2017 was to create a new fire wall hanger that could be installed before the drywall. Creating a joist hanger that can span a gap while still meeting the target loads was a challenging task. We released the DG series of fire wall hangers in July. I discussed the use of fire wall hangers in Why Fire-Rated Hangers Are Required in Type III Wood-Frame Buildings.
Before we finished developing the DG series of hangers, we had already started design and testing for skewed and offset top-flange options. As much as engineers love buildings that look like rectangular boxes, the real world isn’t always square, and framing isn’t always perpendicular.
My colleague, Randy Shackelford, did a series of blog posts about how to specify a hanger, which covered joist hangers, truss hangers and custom hangers. Among the many issues Randy discussed, an important one for engineers is that customized hangers with skews or offset flanges have load reductions. Some reductions are small, and some can be large. One thing the reductions have in common is they are determined through testing.
Like other skewed or offset top-flange hangers, modified DGH hangers have load reductions due to differences in performance when compared to the standard versions. With many of our hanger options, we provide adjustment factors, which Randy covered in his posts mentioned above. Since there are only four loads for the skewed or offset DGH hangers, we tabulated and published the allowable loads in a new flier, F-C-DGHSKEW.
I am still adjusting goals for my team for 2018. Maybe we’ll see about proposing a building-code change to require buildings to be square. Until then, Simpson Strong-Tie will keep your hanger options open.
The article What You Should Know About the New DGH Fire Wall Hanger Options appeared first on the Simpson Strong-Tie Structural Engineering Blog. To sign-up to receive the Engineering Blog in your inbox go to seblog.strongtie.com/subscribe.
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