Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 1 (Q.No. 14)
14.
If the average bending stress is 6 kg/cm2 for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is
Discussion:
34 comments Page 3 of 4.
Neel Patel said:
8 years ago
@Suresh
Ofcourse, from the IS code.
Ofcourse, from the IS code.
Suresh said:
9 years ago
@Adarsh.
How this comes? Is it in code?
How this comes? Is it in code?
AdaRsh said:
9 years ago
For
M15 58d
M20 47d
M25 40d
M30 38d In tension.
M15 58d
M20 47d
M25 40d
M30 38d In tension.
Prabhu said:
9 years ago
Please give the correct answer with explanation.
Avinash said:
9 years ago
How to calculate 58d?
Please give the correct explanation.
Please give the correct explanation.
Srinivas said:
10 years ago
Formula is the 0.87fyxd/4tvtbd so tv & tbd value is 1.5 then answer is 58 d I think.
Argha said:
10 years ago
I think the grade of concrete should be M15 not M150.
Varun said:
1 decade ago
But as per the formula mentioned in IS Cods it depends on the grade of steel and bond stress. How can one comment on this without know the grade of steel?
Abhishek said:
1 decade ago
In which clause of IS code 456:2000 is this given?
Bivash said:
1 decade ago
It's depend upon bond stress, grade of steel, dia of bars.
More than Ld.
IS:456 cl:26.2.1
More than Ld.
IS:456 cl:26.2.1
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