JoelKath
Structural
- May 14, 2004
- 1
Please help with the Design constraints for a Glass Panel vs Wind Load, Point Load, and Distributed Load. The panel is supported at 4 points with pinch style clamps.
I am looking for a good equation layout or method as a quick reference for our sales department. Is there a handy setup out there already?
Thanks in advance for your help. Joel
I am looking for a good equation layout or method as a quick reference for our sales department. Is there a handy setup out there already?
Thanks in advance for your help. Joel