EIT2
Structural
- Apr 9, 2003
- 110
Designing an exterior cavity wall consisting of 12" concrete masonry unit, 2" rigid insulation and 4" concrete masonry veneer.
To resist 20 psf wind, should the wall be designed as 12" concrete masonry, 16" concrete masonry, or 18" concrete masonry due to a 2" cavity?
The question is this: Can the 4" veneer contribute to the structural wall thickness, if properly tied with horizontal, ladder-type, wire reinforcing.
Thank you!
To resist 20 psf wind, should the wall be designed as 12" concrete masonry, 16" concrete masonry, or 18" concrete masonry due to a 2" cavity?
The question is this: Can the 4" veneer contribute to the structural wall thickness, if properly tied with horizontal, ladder-type, wire reinforcing.
Thank you!