MtnManBob
Structural
- May 23, 2003
- 16
I was asked to take over a project because the architect refused or was unable to provide enough detail to produce bar joist shops. I've just scratched the surface but already have found columns that are at 200% of allowable stress and the specifying of a 26 ga roof panel with no published diaphragm values. The panel is produced by Metal Sales, was originally a wall panel, had one test performed in a diaphragm configuration in 2006 and even using those values the diaphragm is at 350% of allowable. I feel I have no choice but to send a letter to the State Board of Licensure (this is in Colorado) informing them of this. I don't know if this guy has designed any other commercial buildings but the idea scares the hell out of me. This is the first time I've ever had to do this. Any suggestions re: language I should use?