Day_Reddy
Structural
- Jan 18, 2019
- 13
Hello,
I designing a post in a 4" wall and I am unable to make any 3.5" Sawn lumber post work, I was going to try a Glulam Column. I am trying to understand how the layup in the column works, I did some research and I got a lot of info about the Glulam Beams, it is very well explain in a lot of posts about the balanced and unbalanced layups but not a whole lot about Glulam Columns. One thing I did find in a couple of catalogues is they give Glulam Column Capacities and the wood species is either L2-DF or N2M-SP but no further explanation unlike for the beams. Can anybody point me towards a good reference material for Glulam Columns or explain how the layups of Glulam Column work. Any information regarding Glulam Columns you guys can give me would be really helpful.
Thank you
I designing a post in a 4" wall and I am unable to make any 3.5" Sawn lumber post work, I was going to try a Glulam Column. I am trying to understand how the layup in the column works, I did some research and I got a lot of info about the Glulam Beams, it is very well explain in a lot of posts about the balanced and unbalanced layups but not a whole lot about Glulam Columns. One thing I did find in a couple of catalogues is they give Glulam Column Capacities and the wood species is either L2-DF or N2M-SP but no further explanation unlike for the beams. Can anybody point me towards a good reference material for Glulam Columns or explain how the layups of Glulam Column work. Any information regarding Glulam Columns you guys can give me would be really helpful.
Thank you