jhalvorson
Structural
- Jun 21, 2016
- 5
I have a 9'-6" long radius glulam beam (radius = 5') with a 2200# point load at center. I currently have it called out as an 8 3/4" x 10 1/2" radius glulam. The lumberyard is proposing to cut this beam out of a 10x20 with a joint at the center and a 1/4" x 9 1/4" flitch plate with 3/4" diameter bolts. Can this be a structural member since the fibers in the 10x20 won't be continuous?