dik
Structural
- Apr 13, 2001
- 25,675
I have a project with a 24'x16' high HSS portal... likely 6x6 verticals and 5x8 horizontal. Its only purpose is to support a 'plank' allowing a 13'6" vehicle to pass underneath... The portal will support a 'plank' that will be supported at 1/5 points... spans 5', 15', and 5' (approx). Do you know of an easy way to determine if a 2x8 PSL will span 15' with 5' (approx) cantilevers and not buckle?
Almost no load, other than the PSL plank.
Dik
Almost no load, other than the PSL plank.
Dik