Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

concrete reinforcing steel

[Subject Prev][Subject Next][Thread Prev][Thread Next]
For as long as I can remember, #3 and #4 deformed bars were typically grade 40, while #5 bars and larger were grade 60.  Is that still the case?  or is this something local like here in the SF bay area?

--
David Topete, SE