Civil Engineering - Concrete Technology - Discussion
Discussion Forum : Concrete Technology - Section 1 (Q.No. 43)
43.
M 150 grade of concrete approximates
Discussion:
108 comments Page 3 of 11.
Amlan Debnath said:
1 decade ago
@Karmveer is right. M150 is design Mix Not Nominal mix so we cannot determined the actual ratio. & 1:1:2 is the proportion of M25.
Kamlesh said:
10 years ago
This is wrong answer correct as IS 456 is M 15-1:2:4.
Please make the correction.
Please make the correction.
Vishwash said:
10 years ago
Answer is wrong.
As per IS 456 Correct one is 1:2:4.
As per IS 456 Correct one is 1:2:4.
Dimpi said:
10 years ago
Answer is 1:2:4 as per IS 456.
Surinder kumar said:
10 years ago
1:2:4 is correct answer of mix M150.
Deepak kumar said:
10 years ago
Difference between M15 and M150?
Basavraj said:
10 years ago
Why always we should take 360 kg of cement only for 1 unit proportion?
Mithu mandal said:
10 years ago
1:2:4 is right answer.
1:1:2 proportion is M25 grade concrete.
1:1:2 proportion is M25 grade concrete.
Sunil futane said:
9 years ago
M 5 -> 1:5:10
M 7.5 -> 1:4:8
M 10 -> 1:3:6
M 15 -> 1:2:4
M 20 -> 1:1.5:3
M 25 -> 1:1:2
M 7.5 -> 1:4:8
M 10 -> 1:3:6
M 15 -> 1:2:4
M 20 -> 1:1.5:3
M 25 -> 1:1:2
Liyaket Ali batt said:
9 years ago
1:2:4 is correct answer 1:1:2-M25.
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