GalileoG
Structural
- Feb 17, 2007
- 467
I have glulam beams bearing on pockets of a cross-laminated timber wall. I would like to mechanically fasten the glulam beams to the C.L.T. wall. I am also finding that the bearing stress on the glulam beams exceed the maximum allowable stress. Any connections in mind? Preferably ones that are as hidden as possible. Thanks in advance!