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.
Bhoopender chauhan said:
8 years ago
Main bar- 3d or 300.
Dist bar- 5d or 450.
Is 456.
Dist bar- 5d or 450.
Is 456.
Navjot said:
8 years ago
It is Acc To Clauses no. 26.3.3.
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.
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.
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