Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 2 (Q.No. 35)
35.
The maximum ratio of span to depth of a cantilever slab, is
Discussion:
18 comments Page 1 of 2.
Nagaraj said:
3 years ago
Agree, Thanks for explaining @Bittu.
(1)
Shantu said:
4 years ago
@Amit & @Bittu.
How you got this value?
In IS 456 it is not given.
How you got this value?
In IS 456 it is not given.
(1)
BINOD said:
4 years ago
Right, Agree @Amit.
Nikhil said:
4 years ago
Span up to 3.5m.
Depth of slab:
Fe-250.
SSB-35.
Continuous-40.
Depth of slab:
Fe-250.
SSB-35.
Continuous-40.
Er. Syed Abdul Kader said:
5 years ago
Thank you. @Bittu.
Bittu said:
5 years ago
1) Simply supported and spanning in one direction - 30
2) Continuous and spanning in one direction - 35
3) Simply supported and spanning in two directions - 35
4) Continuous and spanning in two directions - 40
5) Cantilever slabs - 12.
2) Continuous and spanning in one direction - 35
3) Simply supported and spanning in two directions - 35
4) Continuous and spanning in two directions - 40
5) Cantilever slabs - 12.
(10)
MAHESH said:
5 years ago
Great, thanks @Amit.
Amit said:
5 years ago
If span to effective depth is given then take 7, 20, 6.
And if span to overall depth is given then take 12, 30, 35.
And if span to overall depth is given then take 12, 30, 35.
(2)
Roshan said:
5 years ago
@Sanju.
It's for slab.
It's for slab.
Sanju said:
6 years ago
@Kirti.
These values are not for slab. They are for beams.
These values are not for slab. They are for beams.
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