ceci1628
Structural
- Dec 4, 2008
- 10
I am working on a renovation project where the client wants to put a playground at the top level of a parking garage. I am limited in the live load capacity of the structure, and I need to account for playground substrate dead load. I cannot use the 100 psf assembly load. What live load have you used for playground area and how do you justify it?
Thanks in advance.
Thanks in advance.