I am unfamiliar with the Canadian codes and am currently working on a job in Alberta, Canada. I am working with Grade 400 typical deformed steel reinforcement. What are the differences between the CSA G30. 18-09 and CSA G30.18 M92 in regards to the typical deformed steel reinforcement. Also, which one of these codes relates to ASTM A615?
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Difference between ASTM A615 and CSA G30.18-09 and G30.18 M92
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