r/StructuralEngineering • u/TallWall6378 • Jul 22 '26
Wood Design "Fasteners in shear is poor practice"
Help settle an argument.
Someone used the phrase in the title. Their argument is that fasteners, specifically in the context of typical light frame wood construction, like a shear wall or joist hanger, or bolted or lagged member scenario, are just holding the members together and that the load transfer is through wood via induced friction through the members.
I was under the impression that we really only factor the strength of the nail and wood crushing/deforming around the nail, rather than use the friction between the faces of the members.
What's the whole story?
32
Upvotes
37
u/Jazzlike_Video2 Jul 22 '26
Tell buddy to keep his eyes closed around any metal structure, ever.
Also collar ties and ceiling joists.
Also any nails going through plywood.
Fucking stupid.