R.C.C. slabs are plane structural member which is used as floors and roof coverings in buildings. Slabs support mainly transverse loads and transfer these loads to supports by bending action in one or more directions.
CLASSIFICATION OF SLABS
On
the basis of ratio of long span to short span. R.C.C. slabs are classified into
following two types :
OneWay Slab
The
slabs in which the ly/lx (ratio of larger span to shorter
span) ratio is greater than or equal to 2 are called one way slab. These slabs
are called edge supported slabs (i.e. slabs supported on two opposite parallel
edge/walls).
Hence
a slab will be called as one way slab in the following two situations :
(a)
Slabs supported on two opposite parallel edges only shown in fig.
(b)
Slab supported on all the four edges and ly/lx (is equal
to 2 or greater than 2)
reinforcements
in one way slabs : There are two types of reinforcement provided in one way
slabs.
A. Main reinforcement
B. Distribution reinforcement
(A) Main reinforcement :
Main reinforcement is provided parallel to the shorter span. Main reinforcement
is provided to resist the bending moments due to transverse loads coming on the
main slab.
(B) Distribution
reinforcement : Distribution reinforcement is provided in a direction
perpendicular to the direction of main reinforcement (i.e. parallel to larger span).
These bars are normally not provided with hooks (even if mild steel is used).
The distribution steel bars should be tied above the main steel bars. Otherwise
the lever arm (which is measured upto the center of main steel) shall be
reduced resulting in the reduction of moment of resistance.
Distribution reinforcementis provided for the following purposes :
I. To distribute the
concentrated loads coming over the slab.
II. To resist shrinkage and
temperature stresses.
III. To keep the main reinforcement in position.
Two Way Slab
The
slabs which are supported on all the four edges and having ly/lx
(ratio of larger span to shorter span) less than 2 are called two way slabs.
Two way slabs are also called as slabs spanning in two direction because bending
take place in both the directions. Therefore, the main reinforcement is
provided along both the directions in a two way slab.
DIFFERENCE B/W ONE WAY SLAB OR TWO WAY SLAB
|
Sr. No. |
ONE WAY SLAB |
TWO WAY SLAB |
|
1. |
Longer
span/Shorter span greater than 2 or equal to 2. |
Longer
span/shorter span is less than 2. |
|
2. |
Bending
take place along shorter span only. |
Bending
take place along both the span. |
|
3. |
Main
reinforcement is provided along shorter span. |
Main
reinforcement is provided along both the span. |
|
4. |
Distribution
steel is provided along longer span. |
No
distribution steel is provided |
|
5. |
As
thickness of slab and amount of steel required is more, therefore, less economical
as compared to two way slab |
As
thickness of slab and amount of steel required is less, therefore, more
economical as compared to one way slab |
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