Greatone76
Structural
- Feb 2, 2006
- 64
I have solar panel attached to the roof on rails. How do I account for the wind loads. I have the upward pressure on the roof and that is definitely piece one. My questions is like a roof load do a add in the interior pressure for a total pressure? Since technically full wind can get under the panels do I double the upward pressure one fore each exposed side? Just looking for some advise on what wind load to design the panel connections to the roof for.
