Civil Engineering - Concrete Technology - Discussion
Discussion Forum : Concrete Technology - Section 1 (Q.No. 6)
6.
M10 grade of concrete approximates
Discussion:
53 comments Page 4 of 6.
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.
Shashi ranjan said:
1 decade ago
As per IS code 456 - 2000.
M10 - 1:3:6 mix (approx).
M10 - 1:3:6 mix (approx).
Vikas said:
1 decade ago
For M5 1:4:8.
M10 1:3:6.
M15 1:2:4.
M20 1:1.5:3.
M10 1:3:6.
M15 1:2:4.
M20 1:1.5:3.
Bharat said:
1 decade ago
By comparing M10 and M15 we can see that for more strength ratio is decreasing. Just remember M10 then M20/M15 and all other mix become easy to understand.
Basant said:
1 decade ago
Please help me for the method of calculation in mixing ratio in all grade of concrete mix.
Sanon said:
1 decade ago
1:3:6 Mix of concrete is used where. I mean in columns, slabs, beams etc. Tell it specifically. Waiting for reply from all respected members.
Baldev said:
1 decade ago
M10 mix is never used in column, slabs or beams. It is a layer of cement concrete separating the earth to the main concrete in foundation or you can say it is only used in foundation.
R.naveen kumar said:
1 decade ago
M10 mix was only used for foundation purpose. Because that having less compressive strength.
Sumit khangwal 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.
All of the above grade are made by design mix method.
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.
All of the above grade are made by design mix method.
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