Civil Engineering - RCC Structures Design - Discussion

Discussion Forum : RCC Structures Design - Section 1 (Q.No. 1)
1.
In a combined footing if shear stress exceeds 5 kg/cm2, the nominal stirrups provided are:
6 legged
8 legged
10 legged
12 legged
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
75 comments Page 7 of 8.

Rajat choudhary said:   1 decade ago
Ya its depends upon shear stress values dimension of footing.

P.Mitra said:   1 decade ago
It depends on the value of shear stress, position of works, dimension/size of the structure and reinforcements.

Dibyendu Biswas said:   1 decade ago
Please explain why we will provide 12 legged ? Why not 8 legged ?

Sandeep said:   1 decade ago
Please explain in detailed.

Shantanu said:   1 decade ago
We cannot be precise on the diameter of bars. It varies acc.to the grade of steel.

Rohit said:   1 decade ago
Please give the reason ?

Shubhangi said:   1 decade ago
Please explain how it is 12?

Gopi said:   1 decade ago
Can anybody explain for 12 legged stirrups under shear stress?

Nana said:   1 decade ago
Please give the reason?

Muhammad Haneed said:   1 decade ago
Yes we can use 8 legged as well as 12 legged its no more effect on it.


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