Karlos80
Structural
- Mar 29, 2013
- 29
All,
I am designing a 200mm ground slab for a large freezer warehouse operating at -30deg. I would like to eliminate the control joints by increasing reinforcement to 0.5% of a cross section. This normally works well for a standard dry warehouse but not sure if this is the best approach for the freezer as there will be much more contraction?
Comments are greatly appreciated.
Thank you
Regards
Karol