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 5 of 8.
Deepak said:
9 years ago
Whats the reason for it?
Ravi patel said:
9 years ago
I have no idea to solve this question. Please explain the derivation part.
Luqman said:
9 years ago
Somebody can explain the derivation?
Tamal said:
9 years ago
I have gone through 456 but I couldn't find it, please anyone mention the exact cause of it.
Sunny said:
9 years ago
How to calculate the solution of this problem? Please, somebody explain that.
Ranjan said:
9 years ago
Please explain the reason of this solution.
Subham said:
9 years ago
I want the correct solution of this question.
Ayan said:
9 years ago
Please follow IS 456-2000.
Rahul Kumar said:
10 years ago
In case of combined footing, if nominal shear stress greater than design shear strength. We can provide 10 or 12 mm legged stirrup.
Matiur Rahaman said:
10 years ago
Please solve this problem.
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