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.
MANU said:
2 years ago
Thankyou everyone for giving explanation of the answer.
Sri said:
10 years ago
In IS 456:1964 and IS 456:1978 it is noted that 1 N/mm2 = 10 kg/cm2.
Therefore M-10, M 15 grades of concrete of IS 456:1978 corresponds to M100, M150 grades of concrete respectively of IS 456:1964.
Therefore M-10, M 15 grades of concrete of IS 456:1978 corresponds to M100, M150 grades of concrete respectively of IS 456:1964.
Amit Kr. Maiti said:
1 decade ago
For M40 and above bond stress = 1.9 N/mm2. So D is correct.
Bhanu said:
1 decade ago
What is local bond stress?
Anshumali Tiwari said:
1 decade ago
The question is for M15 not M150.
Sunny said:
1 decade ago
Bond stress any concert is 2/3 of grade of concert.
2/3*15 =10 kg/cm2.
2/3*15 =10 kg/cm2.
Arjun mandal said:
1 decade ago
Permissible stresses in M15 is?
Bindu said:
1 decade ago
It will be 5 for bending stress and 4 for direct stress in compression.
PIYUSH SINGH said:
1 decade ago
As per IS 456 Clause 26.2.1.1 Design Bond stress foe M20 Grade is 1.20. So Design bond stress for M15 grade will be definitely less than 1.2 N/mm^2 around 10 kg/ cm^2.
G.VIMALA said:
10 years ago
It is not M150 grade is M15.
Post your comments here:
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers