Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 5 (Q.No. 49)
49.
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by
Discussion:
29 comments Page 1 of 3.
Zaid said:
2 years ago
Here, it's 3 times the depth or 600mm, not 300.
(1)
Jer said:
3 years ago
It's 3 times or 300 mm whichever is the least. How come it's 6 here? Please explain me.
(3)
Ashu said:
4 years ago
You are right, Thanks @Bhoopender Chauhan.
Asron said:
5 years ago
Yes, you are right, agree @Hisham.
Abubakar said:
5 years ago
Ii question, it's said should not exceed.
Means it's maximum limit. 3d is minimum. It should not be less than 3d and more than 6d. Right.
Means it's maximum limit. 3d is minimum. It should not be less than 3d and more than 6d. Right.
(1)
Hisham said:
6 years ago
3d or 300mm for main steel.
5d or 300mm for distribution steel.
As per the latest Amendment of IS456.
5d or 300mm for distribution steel.
As per the latest Amendment of IS456.
(2)
Kavyaa said:
6 years ago
The same qn was asked in a recent Kerala psc exam. The key showed 6 times as an answer. Is there any explanation for it to be 6 times?
Saqib said:
6 years ago
@Lalaram Bairwa.
3d and 5d for simply supported slabs.
3d and 5d for simply supported slabs.
ABasit said:
6 years ago
@Lalaram Bairwa.
From which clause?
From which clause?
Balvinder said:
7 years ago
Thanks @Lalaram Bairwa.
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