Steve_W
Structural
- Aug 19, 2021
- 3
Hey - I have a 5" slab on metal form deck specified which is supported on bar joists - commercial building. Concrete design calls for a WWF 4x4 to achieve proper temp/shrinkage design. The strength design requires only WWF 6x6. GC would like to stick with the WWF 6x6 if possible. I'm considering a fiber mesh additive along with the WWF 6x6 to resolve the temp/shrink design. Any experience adding fiber mesh to a concrete slab on metal deck with WWF? Thanks for any feedback.