scrudger
Structural
- Oct 8, 2008
- 1
I'm looking for the allowable diaphragm shear capacity for a 1963 vintage 1-1/2" 20 gage Fenestra Holorib roof deck. Does anyone have a Fenestra catalogue or ICBO report? The weld pattern is (2)1/2"x1" at ends, 1/2"x1"@18" at edges, and 1"dia@24" at seams. Thanks!