crznintendox
Structural
- Apr 30, 2015
- 4
Hi all,
I'm looking into an existing concrete shear wall building designed in 1982 for a retrofit. The general notes state that the wall dowels to footings are Grade 40. Looking at the shear wall sections, the majority of them are #11's. My question is, even though the plans specify Grade 40, is it possible that #11's were only manufactured Grade 60 back in the 80's?
I'm looking into an existing concrete shear wall building designed in 1982 for a retrofit. The general notes state that the wall dowels to footings are Grade 40. Looking at the shear wall sections, the majority of them are #11's. My question is, even though the plans specify Grade 40, is it possible that #11's were only manufactured Grade 60 back in the 80's?