When is it appropriate to specify deformed welded wire reinforcement over smooth
When is it appropriate to specify deformed welded wire reinforcement over smooth
(OP)
I understand deformed WWR is more expensive than smooth, but smooth WWR has a pretty short development length to begin with, so when is the proper to specify deformed?






RE: When is it appropriate to specify deformed welded wire reinforcement over smooth
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RE: When is it appropriate to specify deformed welded wire reinforcement over smooth
Professional and Structural Engineer (ME, NH, MA)
American Concrete Industries
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