Lutfi
Structural
- Oct 20, 2002
- 1,032
A quick one:
I am making an allowance for a sprinkler load that will be supported from the roof. I am thinking of using 5 PSF. Does this seem reasonable in the absence of a complete sprinkler design and layout? The facility is single story golf clubhouse.
Thanks
I am making an allowance for a sprinkler load that will be supported from the roof. I am thinking of using 5 PSF. Does this seem reasonable in the absence of a complete sprinkler design and layout? The facility is single story golf clubhouse.
Thanks