Q.7. The approximate ratio of strength of 15 cm x 30 cm concrete cylinder to that of 15 cm cube of the same concrete is
(a) 1.25
(b) 1.00
(c) 0.85
(d) 0.50 (IES 1996)
According to CEB FIB Model Code 2010 and Eurocode 2 the ratio is 0.80 for concrete grades up to C40/50 and increase for higher strengths (up to about 0.85 for C120/140.
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