Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 4 (Q.No. 37)
37.
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is
Discussion:
18 comments Page 2 of 2.
SK ABDUL SURAJ said:
8 years ago
Simply supported and spanning in one direction 30.
Continuous and spanning in one direction 35.
Simply supported and spanning in two directions 35.
Continuous and spanning in two directions 40.
Cantilever slabs 12.
Continuous and spanning in one direction 35.
Simply supported and spanning in two directions 35.
Continuous and spanning in two directions 40.
Cantilever slabs 12.
Rajendra prasad jat said:
8 years ago
As per I.S 456:2000, L/D ration is mentioned below.
For Cantilever Beam - 7, Simply supported Beam - 20, Continuous Beam - 26.
For Cantilever Beam - 7, Simply supported Beam - 20, Continuous Beam - 26.
Avi said:
8 years ago
Maximum in case Span/depth ratio in;
Cantilever - 12.
SSB- 30.
Continues beam- 35.
Cantilever - 12.
SSB- 30.
Continues beam- 35.
Aamir said:
8 years ago
It should be 20 as per code.
Subhajit said:
9 years ago
How is the correct answer 30? Anybody explain.
Shuvam Kr. Sarkar said:
9 years ago
It will be 35 as per IS 456: 2000 clause 24.1.
Adi said:
9 years ago
@Vipin.
That is for 2 way spanning slab, for 1way it is 30 and for 1way spanning continuous slab it is 35.
That is for 2 way spanning slab, for 1way it is 30 and for 1way spanning continuous slab it is 35.
Vipin said:
1 decade ago
How it is possible, it should be 20 (option D)?
As per I.S 456:2000, L/D ration is mentioned below.
For Cantilever Beam - 7, Simply supported Beam - 20, Continuous Beam - 26.
As per I.S 456:2000, L/D ration is mentioned below.
For Cantilever Beam - 7, Simply supported Beam - 20, Continuous Beam - 26.
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