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SLAB
What is Slab?
“A flat piece of concrete, typically used as a
walking surface, but may also serve as a load
bearing device as in slab homes.”
Used for covering spaces in the form of roof or
floor .
Slab may be supported on walls or beams or
Columns.
FUNCTION OF SLAB
 Provide a flat surface.
 To support load.
 Sound, heat and fire insulator.
 Act as a divider (privacy) for the occupants.
 Upper slab became the ceiling for the
storey below.
 Space between slab and false ceiling can be
used to place services of building.
CLASSIFICATION
OF SLAB
SLAB
ONE
WAY
TWO
WAY
FLAT
PLATE &
FLAT
SLAB
GRID OR
WAFFLE
SLAB
TYPES OF SLAB (@Load Distribution)
•Concrete cover
•Effective Depth
•Effective Span
•Main Bars
•Distribution Bars
• Bars
ONE WAY SLAB
• One-way slabs are those slabs with an aspect ratio in
plan of 2:1 or greater, in which bending is primarily
about the long axis. So, the slab is one way where
L/B ≥ 2.
• The Slab supported on two opposite side only in
which the structural action of the slab is essentially
one way.
• Direction of load carried by the slab is perpendicular
to the supporting beams.
• Slab depths are usually 4-10 inches (100-150mm).
• Uneconomical on spans of more than 20’(6000mm) .
Typical One Way slab
Provides useful flat surface
One way slab may be used when
there is architectural limitations
It is the simplest form of slab
design
Main reinforcement placing is
one way, so there is a little
congestion than two way slab
APPLICATION OF ONE WAY SLAB
Two-way slab
There may be beams on all
four side , so two way slab
action is obtained.
Two-way slabs carry load in
two directions.
“Generally, two way floor
systems are more
economical than one-way
systems in buildings where
columns can be spaced in
bays that are square or
nearly square in proportion”
Typical Two Way slab
• In slab the corners may be held down by restraints or may be allowed to
lift up
• Additional torsion reinforcement is required at corners when it is
restrained against uplifting as shown .
Solid Flat Slab System.
• Floor systems can made without beams. Instead,
“the slab is reinforced in such a way that the varying
stresses in the different zones of the slab are
accommodated within a uniform thickness of
concrete”
• Slab depth =250 MM
• Suitable span 6 to 9m
Advantages
– Low cost formwork
– Exposed flat ceilings
– Fast
Disadvantages
•Due to continuous pressure at point (less surface area), it
create punching shear cracks at joints.
•Require more form work for panels and Capitals.
For flat slabs the column connections
can vary between:
• “In more lightly loaded buildings, such as hotels,,
dormitories, and apartment buildings, the slab need
not be thickened at all over the columns.”
• Slab depth =.
• Suitable span 4.5m to 6.0m
Advantages
– Low cost formwork
– Exposed flat ceilings
– Fast
Disadvantages
– Low shear capacity
– Low Stiffness (notable deflection)
Flat Plate System
Flat Plate
The Two-Way Waffle Slab System or Ribbed slabs
The Two-Way Waffle Slab System
The Two-Way Waffle Slab System
The Two-Way Waffle Slab System
The Two-Way Waffle Slab System
Slabs could be
• simply supported / Fixed
• continuous or(with intermediate support)
• cantilever
Types of Slabs (as per Support)
SIMPLY SUPPORTED SLAB
CONTINIOUS SLAB WITH INTERMEDIATE SUPPORT
(46D)
CANTILEVER SLAB
• Thickness of the slab is decided based on
span to depth ratio for mild steel bars.
• The maximum diameter of bar used in slab
should not exceed 1/8 of the total thickness
of slab
• Maximum spacing of main bar is restricted to
3 times effective depth or 300 mm which
ever is less
• For distribution bars the maximum spacing is
specified as 5 times the effective depth or
450 mm which ever is less
DESIGN CRITERIA FOR REINFORCEMENT
TYPES OF SLAB PROBLEM
Cracking Of The Slab
Damp Or Wet
Floor Slab
CRACKING OF THE SLAB : CAUSES
Inadequate structural strength of concrete
 Improper placement of reinforcing & mesh
 Poor construction
techniques and
practices
 Differential / Uneven
settlement
Damp or Wet Floor Slab : Causes
 Moisture migration through the slab
 Poor site drainage

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5. rcc slab_edited.ppt

  • 2. What is Slab? “A flat piece of concrete, typically used as a walking surface, but may also serve as a load bearing device as in slab homes.” Used for covering spaces in the form of roof or floor . Slab may be supported on walls or beams or Columns.
  • 3. FUNCTION OF SLAB  Provide a flat surface.  To support load.  Sound, heat and fire insulator.  Act as a divider (privacy) for the occupants.  Upper slab became the ceiling for the storey below.  Space between slab and false ceiling can be used to place services of building.
  • 6. •Concrete cover •Effective Depth •Effective Span •Main Bars •Distribution Bars • Bars
  • 7. ONE WAY SLAB • One-way slabs are those slabs with an aspect ratio in plan of 2:1 or greater, in which bending is primarily about the long axis. So, the slab is one way where L/B ≥ 2. • The Slab supported on two opposite side only in which the structural action of the slab is essentially one way. • Direction of load carried by the slab is perpendicular to the supporting beams. • Slab depths are usually 4-10 inches (100-150mm). • Uneconomical on spans of more than 20’(6000mm) .
  • 9. Provides useful flat surface One way slab may be used when there is architectural limitations It is the simplest form of slab design Main reinforcement placing is one way, so there is a little congestion than two way slab APPLICATION OF ONE WAY SLAB
  • 10. Two-way slab There may be beams on all four side , so two way slab action is obtained. Two-way slabs carry load in two directions. “Generally, two way floor systems are more economical than one-way systems in buildings where columns can be spaced in bays that are square or nearly square in proportion”
  • 12. • In slab the corners may be held down by restraints or may be allowed to lift up • Additional torsion reinforcement is required at corners when it is restrained against uplifting as shown .
  • 13. Solid Flat Slab System. • Floor systems can made without beams. Instead, “the slab is reinforced in such a way that the varying stresses in the different zones of the slab are accommodated within a uniform thickness of concrete” • Slab depth =250 MM • Suitable span 6 to 9m Advantages – Low cost formwork – Exposed flat ceilings – Fast
  • 14. Disadvantages •Due to continuous pressure at point (less surface area), it create punching shear cracks at joints. •Require more form work for panels and Capitals.
  • 15. For flat slabs the column connections can vary between:
  • 16.
  • 17. • “In more lightly loaded buildings, such as hotels,, dormitories, and apartment buildings, the slab need not be thickened at all over the columns.” • Slab depth =. • Suitable span 4.5m to 6.0m Advantages – Low cost formwork – Exposed flat ceilings – Fast Disadvantages – Low shear capacity – Low Stiffness (notable deflection) Flat Plate System
  • 19. The Two-Way Waffle Slab System or Ribbed slabs
  • 20. The Two-Way Waffle Slab System
  • 21. The Two-Way Waffle Slab System
  • 22. The Two-Way Waffle Slab System
  • 23. The Two-Way Waffle Slab System
  • 24. Slabs could be • simply supported / Fixed • continuous or(with intermediate support) • cantilever Types of Slabs (as per Support)
  • 26. CONTINIOUS SLAB WITH INTERMEDIATE SUPPORT (46D)
  • 28. • Thickness of the slab is decided based on span to depth ratio for mild steel bars. • The maximum diameter of bar used in slab should not exceed 1/8 of the total thickness of slab • Maximum spacing of main bar is restricted to 3 times effective depth or 300 mm which ever is less • For distribution bars the maximum spacing is specified as 5 times the effective depth or 450 mm which ever is less DESIGN CRITERIA FOR REINFORCEMENT
  • 29. TYPES OF SLAB PROBLEM Cracking Of The Slab Damp Or Wet Floor Slab
  • 30. CRACKING OF THE SLAB : CAUSES Inadequate structural strength of concrete  Improper placement of reinforcing & mesh  Poor construction techniques and practices  Differential / Uneven settlement
  • 31. Damp or Wet Floor Slab : Causes  Moisture migration through the slab  Poor site drainage
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