grundsey
Structural
- Apr 3, 2011
- 1
Does anyone know of any published allowable shear values for connecting 2 pieces of 18 gauge (.043") Fy=33 ksi steel with #10 or #12 screws when the metal pieces are separated by 5/8" gypsum wallboard?
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What page? I can't imagine this situation has been tested.
there’s a table for this condition in this document
Page 24 (ST1.07). Not sure if it's been tested or not but if HCAI/OSPHD is using it, I bet its capacity is well understood.What page? I can't imagine this situation has been tested.