Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 1 (Q.No. 13)
13.
For M 150 mix concrete, according to I.S. specifications, local bond stress, is
Discussion:
40 comments Page 3 of 4.
Anandaraj said:
9 years ago
For M40 and above bond stress = 1.9 N/mm2.
So D is correct.
So D is correct.
Abhishek said:
5 years ago
@Rohan Mukherjee.
How did you conclude that it is m15 grade?
How did you conclude that it is m15 grade?
(1)
Sachin Singh said:
7 years ago
150 N/mm^2 (given).
i.e. 15 kg/cm^2,
= 2/3 * 15 = 10kg/cm^2.
i.e. 15 kg/cm^2,
= 2/3 * 15 = 10kg/cm^2.
Amit Kr. Maiti said:
1 decade ago
For M40 and above bond stress = 1.9 N/mm2. So D is correct.
MANU said:
2 years ago
Thankyou everyone for giving explanation of the answer.
Abc said:
8 years ago
M20 1.2.
M25 1.4.
M30 1.5.
M35 1.7.
M40 1.9.
M25 1.4.
M30 1.5.
M35 1.7.
M40 1.9.
Lakshmi said:
8 years ago
I think it is 10 N/mm2 because it is M15.
Anshumali Tiwari said:
1 decade ago
The question is for M15 not M150.
Arjun mandal said:
1 decade ago
Permissible stresses in M15 is?
G.VIMALA said:
10 years ago
It is not M150 grade is M15.
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