Maximum size of aggregates should not be larger than _______________
(a) 1/3 the thickness of a slab
(b) 1/2 the thickness of a slab
(c) 1/1 the thickness of a slab
(d) 1/4 the thickness of a slab
I had been asked this question in an interview for job.
This interesting question is from American Concrete Method of Mix Design topic in portion Concrete Mix Design of Concrete Technology