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:
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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