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 2 of 3.
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:
6 years ago
Thanks @Lalaram Bairwa.
Balvinder said:
6 years ago
Thanks @Lalaram Bairwa.
Lalaram bairwa said:
7 years ago
Pitch S.S slab.
Main bar - 6d.
Distribution bar - 4d.
Pitch continues slab.
Main bar - 3d .
Distribution bar - 5d.
Main bar - 6d.
Distribution bar - 4d.
Pitch continues slab.
Main bar - 3d .
Distribution bar - 5d.
Vibha said:
7 years ago
You are right @Bhoopender Chauhan.
Anbarasan nuthaiah said:
1 decade ago
Determine thickness of the slab from the consideration of limiting stiffness. The pitch of such reinforcement shall not exceed 5 limes depth of slab or 60 cm.
Kuldeep said:
7 years ago
No, the correct answer is 5times. Wdistributeduted bar is 5times more than and 300mm spacing.
Rakesh kumar meena said:
8 years ago
3 times is correct.
Sanjib said:
8 years ago
According to me, A is the right answer.
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