IceNine
Structural
- Feb 24, 2006
- 282
For those of you who do multi-story wood framed construction, I have a question:
When using pre-engineered wood floor trusses bearing on a 2x6 exterior stud wall, do you use a solid band board the same depth as the truss to transfer the diaphragm loads into the shearwall? Or do you use solid blocking between trusses? Or a ribbon board provided by the truss manufacturer? Any other methods?
Thanks,
ice
When using pre-engineered wood floor trusses bearing on a 2x6 exterior stud wall, do you use a solid band board the same depth as the truss to transfer the diaphragm loads into the shearwall? Or do you use solid blocking between trusses? Or a ribbon board provided by the truss manufacturer? Any other methods?
Thanks,
ice