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 2 of 4.
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)
Anbalagan said:
1 decade ago
According to IS 456 clause 26.2.1.1 for above M40 grade concrete g the bond stress is 1.9 N/mm2. So option D is more appropriate.
Amit ANAND said:
7 years ago
10n/mm2 is correct I think.
Susanta sarkar said:
7 years ago
2/3 of local bond stress.
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.
ANAND said:
7 years ago
150 kg/cm2 that means 15N/mm2. IS 456 -1978 given M15 grade of concrete design bond strength is 1 N/mm2 means of 10kg/cm2.
Angad. said:
7 years ago
M150 means 150 n/mm2 so 15 kg/cm2 .
Then you can so 2/3 *15 = 10 kg/cm2.
Then you can so 2/3 *15 = 10 kg/cm2.
Abhishek said:
8 years ago
As per IS 456 Table 21 for WSM.
Permissible bond stress for M15 is 0.6 N/mm^2.
Permissible bond stress for M15 is 0.6 N/mm^2.
SOUMEN DAS said:
8 years ago
It is for M15 not M150.
SOUMEN Das said:
8 years ago
The diff between the grade of concrete is 5 and design bond stress diff is 0.2 so for M15 grade the design bond stress is 1 N/mm2.
Means 10 kg/cm2.
Means 10 kg/cm2.
Post your comments here:
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers