ggcdn
Structural
- Dec 14, 2013
- 142
Contractors often request to use stayform at construction joints, and I've heard from both engineers and contractors alike claim that it alleviates the need for an intentionally roughened surface or keyways.
However, I can't seem to find any justification for those claims.
Anyone have thoughts on this, or even better, anyone know of testing to prove it?
-JA
try [link calcs.app]Calcs.app[/url] and let me know what you think
However, I can't seem to find any justification for those claims.
Anyone have thoughts on this, or even better, anyone know of testing to prove it?
-JA
try [link calcs.app]Calcs.app[/url] and let me know what you think