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C 4000 psi the strength results indicate satisfactory concrete quality because 1 no individual test I below f c 500 psi 3500 psi and 2 every arithmetic average of any three consecutive tests equals or exceeds f c.
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19921hereinafter referred to as EC2. This Manual provides guidance on the design of reinforced and prestressed concrete build- ing structures. Design of Concrete Structures Arthur Nilson David.
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