WeezerMike
Structural
- May 9, 2011
- 1
Hello out there.
I am currently trying to solve a problem with a rooftop mechanical screen. Long story short, we are committed to a roof screen system (panels, frames, connections to structure, etc) that is not adequate to resist full code level wind pressures on solid panels. Thus, we are looking to switch to louvered panels to reduce the pressures and make our system a viable option.
ASCE 7-05 section 6.5.2.2 states full wind pressures shall be used "unless approved test data or recognized literature demonstrate lower loads for the type of air permeable cladding being considered".
Thus, I am in need of some testing or reports that address wind pressures on louvered systems. So far I tracked down information from the company 'Architectural Louvers' that offers reduction coefficients for their specific louvers, but I am looking for something with broader application so that I am not tied to one louver manufacturer. Any input or references you have is greatly appreciated.
Thank You!
-Mike
I am currently trying to solve a problem with a rooftop mechanical screen. Long story short, we are committed to a roof screen system (panels, frames, connections to structure, etc) that is not adequate to resist full code level wind pressures on solid panels. Thus, we are looking to switch to louvered panels to reduce the pressures and make our system a viable option.
ASCE 7-05 section 6.5.2.2 states full wind pressures shall be used "unless approved test data or recognized literature demonstrate lower loads for the type of air permeable cladding being considered".
Thus, I am in need of some testing or reports that address wind pressures on louvered systems. So far I tracked down information from the company 'Architectural Louvers' that offers reduction coefficients for their specific louvers, but I am looking for something with broader application so that I am not tied to one louver manufacturer. Any input or references you have is greatly appreciated.
Thank You!
-Mike