candy0727
Structural
- Jul 21, 2010
- 1
I have a Cold-formed light gage steel framing project and It will be metal roof decking system without filling LT. WT. concrete over metal roof rafters.
1.Can it be considered a flexible diaphragm?
2.Do anyone know diaphragm value of this system?
1.Can it be considered a flexible diaphragm?
2.Do anyone know diaphragm value of this system?