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 4 of 8.

Amarsingh said:   9 years ago
Not getting this, somebody please explain in detail.

Shantanu said:   9 years ago
If shear stress exceeds 5kg/cm2 then use 12 mm and when it is less than 5 then use 8mm stirrup.

Bhupendra singh said:   9 years ago
What's the reason for it?

Rajesh nenavath said:   9 years ago
Please explain clearly to understand the solution.

Himanshu said:   9 years ago
In foundation, we can't provide shear stirrups we've only one choice to increase the depth of foundation.

Radha ksrm said:   9 years ago
Not getting this, Please Explain it.

DALISHA said:   9 years ago
If shear stress does not exceed 5 then it is 4 legged but if it is exceeded then 6 or 8 legged are recommended. So, the answer 12 legged is not correct.

Rahul said:   9 years ago
Is it depends upon grade, dia, answer size?

Sunil kumar swain said:   9 years ago
Please explain why are we using 12 legged stirrups?

M.K.AJAY RAINA said:   9 years ago
I want detail and clear answer for this.


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