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 3 of 3.
Pankaj chaudhary said:
8 years ago
According to me, A should be the right answer.
BHASKAR MANNA said:
8 years ago
Can you please tell the clause no? @Sanjib.
Nayan said:
8 years ago
3 times in main bars or 600mm - whichever is smaller.
5 times in transverse or distribution or 600mm whichever is smaller.
5 times in transverse or distribution or 600mm whichever is smaller.
Sanjib Chowdhury said:
8 years ago
The horizontal distance between parallel main reinforcement bars shall not be more than three
times the effective depth of solid slab or 300 mm whichever is smaller IS-456.
times the effective depth of solid slab or 300 mm whichever is smaller IS-456.
Chhaya said:
8 years ago
Yes, right @Baloch.
3Depth in Main steel And 300 mm whichever is less.
Distribution steel 5Depth And 450 mm whichever is less.
As Per IS 456.
3Depth in Main steel And 300 mm whichever is less.
Distribution steel 5Depth And 450 mm whichever is less.
As Per IS 456.
(1)
Chhatta bogati said:
9 years ago
Main bars 3 and distribution bar 5.
Baloch said:
9 years ago
Spacing main bars = 3 times the depth.
Transverse bars = 5 times (according to RS Khurmi).
Transverse bars = 5 times (according to RS Khurmi).
Abhijit choudhury said:
1 decade ago
3 times the efficient depth but not more than 600 mm in case of main bars. But in case of distribution bars 6 times the efficient depth.
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.
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