PREPARED BY:
Asst. Prof. GAURANG PRAJAPATI
CIVIL DEPARTMENT
TWO WAY SLABS
Mahatma Gandhi Institute Of
Technical Education
& Research Centre, Navsari (396450)
ELEMENTARY STRUCTURAL DESIGN
6TH SEMESTER
CIVIL ENGINEERING
INTRODUCTION
ESD
2160607
2
TWO WAY SLABS
 TWO WAY SLAB
 If the slab is supported on all four edges and if
𝒍 𝒚
𝒍 𝒙
< 2, → Two way slab.
 The tendency of slab is to bend in both directions. Such slabs are called Two way
slabs.
INTRODUCTION
ESD
2160607
3
TWO WAY SLABS
 In two way slabs, Main reinforcement is provided along 𝑙 𝑥 (Short span) as well as 𝑙 𝑦
(long span).
 In case of two way slabs, Deflection and bending is less as compared to one way
slabs. Therefore, B.M. is also reduced
TYPES OF SLABS BASED ON SUPPORT CONDITIONS:
ESD
2160607
4
TWO WAY SLABS
 According to support conditions, there are two types of two way slabs:
1. Simply supported slab
2. Restrained slab
TWO WAY SIMPLY SUPPORTED SLAB: (CORNERS ARE NOT HELD DOWN)
ESD
2160607
5
TWO WAY SLABS
 In simply supported two way slab, when slab is loaded, corners are lifted up.
 At corners, as torsion is not produced. Therefore, torsion reinforcement is not
provided.
 For the design, 1 m wide strip of slab is considered in both the directions. This strip
is designed as a beam.
Mx = 𝜶 𝒙 𝒘 𝒍 𝒙
𝟐
My = 𝜶 𝒚 𝒘 𝒍 𝒙
𝟐
IS 456
Clause No.: D - 2
Page No.: 90
RESTRAINED TWO WAY SLAB: (CORNERS ARE HELD DOWN)
ESD
2160607
6
TWO WAY SLABS
 In case of Restrained Two way slabs, the edges of slab are restrained to the beams.
 When such slabs are loaded, corners are not lifted up, producing torsion at each
corner.
 Thus torsion reinforcement is provided at each corner.
TYPES OF SLABS BASED ON SUPPORT CONDITIONS:
ESD
2160607
7
TWO WAY SLABS
No. Simply supported slab Restrained slab
1 Corners are not held down. Corners are held down.
2
When slab is loaded, corners are
lifted up.
When slab is loaded, corners are not
lifting up.
3
At corners, torsion is not produced.
Therefore, torsion reinforcement is
not required.
At corners, torsion Is produced.
Therefore, torsion reinforcement is
provided at each corners.
4 Edge strips are not provided. Edge strips are provided.
5
Design the slab as per
IS; 456, Clause No. D-2, Page No. 90.
Design the slab as per
IS; 456, Clause No. D-1, Page No. 90.
CONTINUOUS SLAB (OVER ALL FOUR EDGES):
ESD
2160607
8
TWO WAY SLABS
 When slab is continuous over all four sides, Reinforcement is provided along
middle strip and over continuous edges.
 Torsion reinforcement is not provided in this kind of slab at corners.
REINFORCEMENT OF TWO WAY SLABS:
ESD
2160607
9
TWO WAY SLABS
Two Way Slabs

Two Way Slabs

  • 1.
    PREPARED BY: Asst. Prof.GAURANG PRAJAPATI CIVIL DEPARTMENT TWO WAY SLABS Mahatma Gandhi Institute Of Technical Education & Research Centre, Navsari (396450) ELEMENTARY STRUCTURAL DESIGN 6TH SEMESTER CIVIL ENGINEERING
  • 2.
    INTRODUCTION ESD 2160607 2 TWO WAY SLABS TWO WAY SLAB  If the slab is supported on all four edges and if 𝒍 𝒚 𝒍 𝒙 < 2, → Two way slab.  The tendency of slab is to bend in both directions. Such slabs are called Two way slabs.
  • 3.
    INTRODUCTION ESD 2160607 3 TWO WAY SLABS In two way slabs, Main reinforcement is provided along 𝑙 𝑥 (Short span) as well as 𝑙 𝑦 (long span).  In case of two way slabs, Deflection and bending is less as compared to one way slabs. Therefore, B.M. is also reduced
  • 4.
    TYPES OF SLABSBASED ON SUPPORT CONDITIONS: ESD 2160607 4 TWO WAY SLABS  According to support conditions, there are two types of two way slabs: 1. Simply supported slab 2. Restrained slab
  • 5.
    TWO WAY SIMPLYSUPPORTED SLAB: (CORNERS ARE NOT HELD DOWN) ESD 2160607 5 TWO WAY SLABS  In simply supported two way slab, when slab is loaded, corners are lifted up.  At corners, as torsion is not produced. Therefore, torsion reinforcement is not provided.  For the design, 1 m wide strip of slab is considered in both the directions. This strip is designed as a beam. Mx = 𝜶 𝒙 𝒘 𝒍 𝒙 𝟐 My = 𝜶 𝒚 𝒘 𝒍 𝒙 𝟐 IS 456 Clause No.: D - 2 Page No.: 90
  • 6.
    RESTRAINED TWO WAYSLAB: (CORNERS ARE HELD DOWN) ESD 2160607 6 TWO WAY SLABS  In case of Restrained Two way slabs, the edges of slab are restrained to the beams.  When such slabs are loaded, corners are not lifted up, producing torsion at each corner.  Thus torsion reinforcement is provided at each corner.
  • 7.
    TYPES OF SLABSBASED ON SUPPORT CONDITIONS: ESD 2160607 7 TWO WAY SLABS No. Simply supported slab Restrained slab 1 Corners are not held down. Corners are held down. 2 When slab is loaded, corners are lifted up. When slab is loaded, corners are not lifting up. 3 At corners, torsion is not produced. Therefore, torsion reinforcement is not required. At corners, torsion Is produced. Therefore, torsion reinforcement is provided at each corners. 4 Edge strips are not provided. Edge strips are provided. 5 Design the slab as per IS; 456, Clause No. D-2, Page No. 90. Design the slab as per IS; 456, Clause No. D-1, Page No. 90.
  • 8.
    CONTINUOUS SLAB (OVERALL FOUR EDGES): ESD 2160607 8 TWO WAY SLABS  When slab is continuous over all four sides, Reinforcement is provided along middle strip and over continuous edges.  Torsion reinforcement is not provided in this kind of slab at corners.
  • 9.
    REINFORCEMENT OF TWOWAY SLABS: ESD 2160607 9 TWO WAY SLABS