nuche1973
Structural
- Apr 29, 2008
- 300
NFPA 68 gives a maximum mass for vent panels as 40 kg/m^2. I am not sure if this is meant to be 40 kg(force)/m^2 or if I need to multiply the number by the acceleration due to gravity. I am designing a vent panel and am having trouble deciphering what is required by the code. I am working in Imperial Units and this value is my limiting factor. Any suggestions, clarifications would be appreciated.