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Heavy loaded R.C.C columns and R.C.C arches of long spans use concrete composing of cement, sand & aggregate in which of the following ratios?
1. 1 : 2 : 4
2. 1 : 4 : 8
3. 1 : 5 : 10
4. 1 : 6 : 12

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Correct Answer - Option 1 : 1 : 2 : 4

Concept:

According to IS 456-2000:

This code has designated the concrete mixes into a number of grades as M10, M15, M20, M25, M30, M35, and M40. In this designation.

The letter M refers to the mix and the number to the specified 28-day cube strength of mix in N/mm2.

The mixes of grades with their ratios are as follows:

Strength

Nominal

Mix

Design

Uses of Mix
M 5 1:5:10 For PCC work such as bedding for footing, etc.
M 7.5 1:4:8

M10

1:3:6

M15 1:2:4 For heavy loaded RCC work such as slab, beams, arches, columns, footings, etc.

M20

1:1.5:3

M25

1:1:2

For heavy loaded RCC work such as foundations, footing columns, beams, slabs, etc.

M 30

Design Mix
M 35 Design Mix
M 40 Design Mix For pre-stressed concrete work
M 45 Design Mix
M 50 Design Mix
M 55 Design Mix

M 60 

and above

Design Mix For high compressive strength concrete work
 

Hence, heavy loaded R.C.C columns and R.C.C arches of long spans use concrete the ratio is taken as 1:2:4 (cement: sand: aggregate).

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