We’ve been asked by a number of clients how to size and build with metal studs a few times. While it’s always good to go with an engineered design there are tables that can help us size metal stud members based on a wealth of existing data out there. In fact, many of the engineers use these metal framing tables all the time for reference.
Naming of steel studs
Refer to this image from buildsteel.org
Floor Joists
ClarkDetrick has a page with a plethora of good tables. Specifically, I like the joists section which allowed us at US FrameFactory to understand the limits of our steel roll former. Joists are the floor members of a building. In our first build, we used 600S162-43, i.e 6″ 18 gauge studs, 16″ on center. With a quick look at the table, I can see the maximum span we could use is 14′ 9″.
Using the table goes as such, find your metal studs, look at your on center spacing to see what the allowable limit is. For us we were using a 600S162-43 with 16″ on center spacing. As you can see we can go 14′ 9″ this is an allowable max span with the deflection under control. Assuming a dead load of 10psi(the weight of the floor) and L/360 is the when the 20psi (live load) is applied we can expect it to defect length in inches/360. So In our case(10′ i.e 120″ it would’ve deflected 120/360 so about 1/3″. This is designed for the maximum load with factors of safety, it’s very unlikely that it would ever deflect that much.
When sizing your joists on the US Frame Factory shopping portal make sure you look at the end to see the steel size.
Header and other standards.
The American Iron and steel Insitute has a great deep dive into box beam design and web stiffeners. There are two types of headers, L headers, and Box Headers. They discuss the advantages of each one starting on page 32.
I like the attached file below for a table on how to size metal stud headers. See page 79 where how to size header spans begin.
While this is by no means comprehensive or a good replacement for engineering, these guides are a good starting point when taking on smaller projects.
Good afternoon,
My name is Shaun Haskins, I am the Supply Chain manager for Pulte Homes Houston. We are looking into options with our flooring systems and beams. Currently for structural beams we are using from 12” up to 14” LVL and LSL beams. With your floor systems I wanted to see what you guys offer that is load carrying and if you could send me some literature on your products. Thank you for your time.
Hello, My name is Chuck Lasky I am a certified
Instructure in the International Building Codes
2021 adopted by the State of New Jersey.
Teaching at Brookdale Community College courses
for prospected Building Officials. Please email
me information understanding and explaining the concept of Structural Cold-Formed Steel Products. To instruct Students how the product is used in the Industry. Thank you Chuck Lasky
I would appreciate any information you can send me. If the situation where you need some Code Data I would gladly inform you to the best of my ability.
Thanks,
Chuck Lasky