Loui1
Structural
- Apr 25, 2006
- 102
I've got a single story pitched roof with exposed structure. I'm thinking the ridge beam will be a gluelam member just for looks, supported by timber columns.....either glulam or parallam. How do I design Glulam columns? There doesnt seem to be any good design info about it. It seems like all I can find on timber column design is for parallams. Is it cost prohibitive to mix glulams and parallam members on a job? Any info or a point in the right direction would be great.