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
28 d
38 d
48 d
58 d
95 d
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
34 comments Page 1 of 4.

Sujan Shrestha said:   1 decade ago
Does length of embedment differs with grade of concrete?

Monika said:   1 decade ago
No, length of embedment differs with the diameter of rebar.

VR CHOWDARY said:   1 decade ago
How was it come 58d?

India said:   1 decade ago
What is mean by rebars?

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

Abhishek said:   1 decade ago
In which clause of IS code 456:2000 is this given?

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?

Argha said:   10 years ago
I think the grade of concrete should be M15 not M150.

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.

Avinash said:   9 years ago
How to calculate 58d?

Please give the correct explanation.


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