Civil Engineering - Concrete Technology - Discussion
Discussion Forum : Concrete Technology - Section 1 (Q.No. 6)
6.
M10 grade of concrete approximates
Discussion:
50 comments Page 3 of 5.
Sisir mal said:
7 years ago
M5 - 1:5:10.
M7.5 - 1:4:8.
M10 - 1:3:6.
M15 - 1:2:4.
M20 - 1:1.5:3.
M25 - 1:1:2.
M7.5 - 1:4:8.
M10 - 1:3:6.
M15 - 1:2:4.
M20 - 1:1.5:3.
M25 - 1:1:2.
Ramya said:
7 years ago
I am confused about ratios can you please explain the standards?
Snehasis said:
7 years ago
@Sisir mal.
Please tell me from where we get the ratio M5 to M25 by nominal mix?
Please tell me from where we get the ratio M5 to M25 by nominal mix?
Upender said:
7 years ago
M5 - 1: 5: 10.
M7. 5 - 1: 4: 8.
M10 - 1: 3: 6.
M20 - 1: 1.5: 3.
M25 - 1: 1: 2.
M7. 5 - 1: 4: 8.
M10 - 1: 3: 6.
M20 - 1: 1.5: 3.
M25 - 1: 1: 2.
Mridul said:
5 years ago
According to me, the Correct ratio is 1:5:10.
Mahesh katkar said:
1 decade ago
M-5 1:5:10.
M-7.5 1:4:8.
M-10 1:3:6.
M-15 1:1.5:3.
M-20 1:2:4.
M-25 1:1:2.
M-7.5 1:4:8.
M-10 1:3:6.
M-15 1:1.5:3.
M-20 1:2:4.
M-25 1:1:2.
Sneha said:
1 decade ago
The sum of all digits of ratio should make it 10, here 1+3+6 =10.
Nitin said:
1 decade ago
It is depend on various factors. Like workability, type of agg., admixture.
Hare ram said:
1 decade ago
1:3:6 means we should use the 1 part cement, 3 part fine aggregate and 6 part coarse aggregate of concrete mix by weight or volume.
Ziyad said:
1 decade ago
Its weak con. Because little cement used so its absolutely 1:3:6 as used under foundations.
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