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.

Sunny said:   9 years ago
How to calculate the solution of this problem? Please, somebody explain that.

Tamal said:   9 years ago
I have gone through 456 but I couldn't find it, please anyone mention the exact cause of it.

Luqman said:   9 years ago
Somebody can explain the derivation?

Ravi patel said:   9 years ago
I have no idea to solve this question. Please explain the derivation part.

Deepak said:   9 years ago
Whats the reason for it?

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

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

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

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.

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


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