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.
Jayant said:
5 years ago
Explain the answer.
Basu said:
6 years ago
Is it recommended by IS code?
Pavi said:
6 years ago
If the shear stresses not more than 5 kg/cm^2 = 8 legged stirrups.
Shear stress more than 5kg/cm^2 = 12 legged.
Shear stress more than 5kg/cm^2 = 12 legged.
P.Tarun kumar naik said:
7 years ago
In case of combined footing under axial loading we can use 12 legged stirrups.
THAKUR PANWAR said:
7 years ago
If shear stress exceeds 5kg/cm2 then use 12 mm and when it is less than 5 then use 8mm stirrup.
S.JayaRanjanj said:
7 years ago
Explain the reason of using12 legged stirrups for combined footing.
Ashok said:
7 years ago
Please anyone explain me.
Navneet said:
7 years ago
Please explain it.
Surendra kumar said:
7 years ago
Please explain this.
Rathna Roxs said:
7 years ago
Please explain this.
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