Maximum nominal size of aggregates to be used in concrete may be as large as possible within the limits prescribed by __________
(a) IS 456-2000
(b) IS 456-2010
(c) IS 513-1999
(d) IS 465-2000
This question was addressed to me in examination.
This is a very interesting question from Concept of Concrete Mix Design topic in section Concrete Mix Design of Concrete Technology