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 2 of 8.
Rahul said:
9 years ago
Is it depends upon grade, dia, answer size?
Radha ksrm said:
9 years ago
Not getting this, Please Explain it.
Himanshu said:
9 years ago
In foundation, we can't provide shear stirrups we've only one choice to increase the depth of foundation.
Rajesh nenavath said:
9 years ago
Please explain clearly to understand the solution.
Bhupendra singh said:
9 years ago
What's the reason for it?
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.
Amarsingh said:
9 years ago
Not getting this, somebody please explain in detail.
Shailendra singh said:
9 years ago
Plz explain briefly frnd
Shambhoo Kant Jha said:
9 years ago
Footing essentially acting as a wide beam. Normally, in combined footing, we do not provide shear reinforcement. If nominal shear strength exceeds permissible shear strength, then its depth is increased so that nominal shear strength is less than permissible shear strength. However, Shear reinf Is provided when nominal exceeds permissible shear strength. It depends on dia, stress & spacing of stirrups. It is not fair to say 8 or 12 legged.
Avindra said:
9 years ago
Please give the explanation to understand this.
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