1
B.P. MANDAL COLLEGE OF ENGINEERING,
MADHEPURA (852128),BIHAR
NAME – SUMIT KUMAR
ROLL NO- 22164LE
BRANCH- CIVIL ENGG.
SUBJECT- AUTOCAD
TOPIC :- BUILDING STRUCTURES COMPONENTS
AND SIZES OF DIFFERENT COMPONENTS
2
Under Guidance of :- Prof. Nishikant Sir
 Anything that is built with with walls and roofs .
Building
 A structure constructed with any materials for any
purpose, whether used for human habitation or not, and
includes:- Foundation, plinth, walls, floors, roofs,
plumbing and fixed platforms etc.
3
Types of Buildings as per national building code 2016
 Residential Buildings
Bunglows ,Flats ,houses ,Dormitories ,Hostels etc
 Educational Buildings
Schools, colleges ,libraries ,Universities etc
 Institutional Buildings
Old age homes , Jails ,Prisons , Mental hospitals etc
 Assembly Buildings
Museums , Gym , Restaurants etc
Business Buildings
Banks ,Office ,Shops , Stores , Markets , Malls etc
 Industrial Buildings
Factories , Workshops , Laboratories etc
 Storage Buildings
Godowns , Warehouses , Garages etc
4
BUILDING STRUCTURES COMPONENTS
 A building can be divided in to two general categories
5
Sill evel
6
• The substructure is the lower portion of the
building, which is located below ground level
which transmits the load of the superstructure
to the sub soil.
 it includes
• Foundations
SUBSTRUCTRE
7
 The basic function of foundation To Transmit the load from
building to the subsoil, in such a way that
• settlement are within permissible limit
• the soil does not fail in shear
• Reduce the load intensity
• Even distribution of load
• Provide level surface
Foundation
8
 Foundations may be broadly classified as
Types Of Foundation
Foundation
Shallow
Foundation
Deep
Foundation
9
If depth of footing (D) is less than or equal to width of footing (B), it is called
shallow foundation.
There are four types of shallow foudation
Shallow
Foundation
Spread
Footing
Combined
Footing
Strap
Footing
Raft
Foundation
Shallow Foundation
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Spread footings are those which
spread the super-imposed load of wall or
column over larger area. Spread footing
support either column or wall.
It may of following kinds
• Single footing for column
• Stepped footing for a column
• Grillage foundation
Spread Footing
11
• A spread footing which supports 2 or more columns is termed as combined footing.
The combined may be of following kinds
• Rectangular combined footing
• Trapezoidal combined footing
• Combined wall footing
Combined Footing
12
• If a Independent footing of two columns are connected by a beam, it is called a
strap footing.
• The strap does not remain in contact with soil and does not
transfer any pressure to the soil.
Strap Footing
13
• A raft Foundation is a combined footing that covers the entire area
beneath a structure and support all the wall and column.
• They are used in areas where the soil masses contains compressible lenses or the
soil is sufficiently erratic so that differential settlement would be difficult to control.
Mat /Raft Foundation
14
MAT:-300-450mm, RAFT:-More than 450 mm
• Deep foundation may be of following types
Deep Foundation
Deep
Foundation
Pile
Foundation
Pier
Foundation
Well
Foundation
If the depth of the footing (D) is more than its width
(B), it is called Deep Foundation.
15
Pile Foundation is that type of foundation in which the loads are taken to a low level
by means of vertical members, which may be timber, concrete or steel. Pile foundation
may be adopted when no firm bearing strata is available and the loading is uneven.
• Piles may be of following types
• End bearing piles
• Friction Pile
Pile Foundation
16
types of piles
17
A Pier foundation consist of cylindrical column of large diameter to support and
transfer large superimposed load to the firm strata below.
• Generally, pier foundation is shallow in depth
than the pile foundation.
Pier Foundation
18
• Well Foundation or Caisson are box like structures which are sunk from the surface of
either land or water to the desired depth. They are much larger than the pier foundation
or drilled caissons. Caisson foundations are used for major foundation Works like
• Bridge piers
• Docks
• Large water front structure such as pump house.
Cassion /Well Foundation
19
• The superstructure is that part of the building which is above the ground,
and which serves the purpose of building’s intended use.
• It includes
• Plinth
• Wall and columns
• Beams
• Arches
• Roofs and slabs
• Lintel and arches
• Chajjas
• Parapet
• Door and Windows
• Vertical Transportation
structure
Super structure
20
• Plinth:- Plinth is that part of
the building between
surrounding ground surface
and floor space immediately
the ground. Plinth resists the entry
Above resists water entry inside
Plinth of rain the building, entry of
animals ,insects & Rodents.
• General plinth height is 45,
60, 75, 90, 120 cm
21
DPC:-
• A damp-proof course (DPC) is a
barrier through the structure
designed to prevent moisture
rising by capillary action
• The DPC should be of 40mm
thickness and should be of
uniform thickness.
22
• Wall: -The walls are building blocks of bricks or
stones. They divide the building space into
Various space and various rooms . They support
Slabs and beams.
They safely transmits the loads coming on them from
beams and slabs to the foundation. They
provide privacy and protection against heat,
cold, rain , noise, dust winds. They offer
resistant to firewalls may be of
• Brick masonry
• Stone masonry
23
• Columns:-columns are vertical members along which beams
and slab /roof is supported They are square, rectangular and circular in
shape in C/S.
24
•sills:- sills are lower portion of window and
ventilator opening
25
Lintels And Arch:-
• Lintel is a horizontal member which is placed
across the opening.
• An arch is normally a curved member comprising of
wedge shaped building blocks holding each other
with mutual pressure
26
Chajjas:-
• Chajjas are provided on external wall opening
to get protection from rain, snow and heat.
They are weather sheds. Their thickness
tapers from 100 to 75 mm and projection is 30,
45, 60, 75, 90 cm
27
 sloping horizontal
structure
 overhang from lintel
Beams:-
• Beams are horizontal members above which
the slabs are provided. The beams are instead
supported on walls and columns.
• They are generally 20, 30, 45, 60 cm thick and
deep members as per structural design.
28
• Floor: -A floor is a plane area to support
occupants, furniture's, and equipment.
29
Divide building in to different levels
• Roof:- The upper most part of the building
constitutes the roof. The Slab and roof
encloses the space and offers protection from
rain, heat, snow, wind, sound, fire. Slabs are
10,12,15 cm thick.
30
Parapet:-
•Parapet is generally 10 cm thick
partition wall constructed above slab to
enclose the terrace open to sky. Thickness is
10 to 15 cm height is 1.0 m to 1.2 m
31
• A door provides a connecting link between rooms, allowing
easy free movement in the building.
• Window are opening provided in walls.
• Doors and windows provide lighting and ventilation. The
provide resistance to weather, sound and heat. They provide
security and privacy
Door and Windows
32
Vertical transportation structure such as stair, lift, escalator and ramp etc is used to afford
access between various floor. Out of these, stairs are the most common. A stair may be
defined as series of steps suitably arranged for the purpose of connecting different floors of
a building. Stairs may be constructed of different materials such as timber, stone, reinforced
concrete or steel.
Vertical Transportation Structure
33
Building finishes are used to give protective covering to various
building components, and at the same time, they provide decorative
effects.
Building Finishes
34
Nominal Dimension
Building component
30,45,60,75,90 cm
Plinth (Height)
40 mm
DPC(thickness)
10 cm
20, 30,40 cm
Wall thickness
Partition wall
Load bearing wall
20 x 20 cm, 30 x 30 cm
20 x 30 cm
20 c m Ф , 30 cm Ф
Column size
Square
Rectangular
Circular
15 cm
0.07 to 0.1 m
Sill (thickness)
sill height
15 Cm
2.0 m from floor level
Lintel (thickness)
Lintel height
SIZES
OF
DIFFERENT
BUILDING
COMPONENTS
35
Nominal dimensions
Building components
30,45,60,75,90 cm
Chajja Projections
30, 45, 60 cm
Depth of beam
0.1 to 0.15 m
Slab thickness
10 cm
1 m
Parapet wall thickness
Parapet height
0.8, 0.9, 1.0, 1.2 m
1.8, 2.0, 2.1 m
Door
Door width
Door height
0.6, 0.75, 0.9, 1.0, 1.2, 1.5,1.8 m
0.6 0.75, 0.9, 1.0, 1.2, 1.5, 1.8 m
Window
Window width
Window height
0.3, 0.45, 0.6, 0.75,0.9 m
Ventilator
Width
SIZES
OF
DIFFERENT
BUILDING
COMPONENTS
36
37
38
SOURCE:-
National Building Code Of India 2016
Book :- S. k Duggal

Building components (SUMIT PDF.pdf)

  • 1.
  • 2.
    B.P. MANDAL COLLEGEOF ENGINEERING, MADHEPURA (852128),BIHAR NAME – SUMIT KUMAR ROLL NO- 22164LE BRANCH- CIVIL ENGG. SUBJECT- AUTOCAD TOPIC :- BUILDING STRUCTURES COMPONENTS AND SIZES OF DIFFERENT COMPONENTS 2 Under Guidance of :- Prof. Nishikant Sir
  • 3.
     Anything thatis built with with walls and roofs . Building  A structure constructed with any materials for any purpose, whether used for human habitation or not, and includes:- Foundation, plinth, walls, floors, roofs, plumbing and fixed platforms etc. 3
  • 4.
    Types of Buildingsas per national building code 2016  Residential Buildings Bunglows ,Flats ,houses ,Dormitories ,Hostels etc  Educational Buildings Schools, colleges ,libraries ,Universities etc  Institutional Buildings Old age homes , Jails ,Prisons , Mental hospitals etc  Assembly Buildings Museums , Gym , Restaurants etc Business Buildings Banks ,Office ,Shops , Stores , Markets , Malls etc  Industrial Buildings Factories , Workshops , Laboratories etc  Storage Buildings Godowns , Warehouses , Garages etc 4
  • 5.
    BUILDING STRUCTURES COMPONENTS A building can be divided in to two general categories 5
  • 6.
  • 7.
    • The substructureis the lower portion of the building, which is located below ground level which transmits the load of the superstructure to the sub soil.  it includes • Foundations SUBSTRUCTRE 7
  • 8.
     The basicfunction of foundation To Transmit the load from building to the subsoil, in such a way that • settlement are within permissible limit • the soil does not fail in shear • Reduce the load intensity • Even distribution of load • Provide level surface Foundation 8
  • 9.
     Foundations maybe broadly classified as Types Of Foundation Foundation Shallow Foundation Deep Foundation 9
  • 10.
    If depth offooting (D) is less than or equal to width of footing (B), it is called shallow foundation. There are four types of shallow foudation Shallow Foundation Spread Footing Combined Footing Strap Footing Raft Foundation Shallow Foundation 10
  • 11.
    Spread footings arethose which spread the super-imposed load of wall or column over larger area. Spread footing support either column or wall. It may of following kinds • Single footing for column • Stepped footing for a column • Grillage foundation Spread Footing 11
  • 12.
    • A spreadfooting which supports 2 or more columns is termed as combined footing. The combined may be of following kinds • Rectangular combined footing • Trapezoidal combined footing • Combined wall footing Combined Footing 12
  • 13.
    • If aIndependent footing of two columns are connected by a beam, it is called a strap footing. • The strap does not remain in contact with soil and does not transfer any pressure to the soil. Strap Footing 13
  • 14.
    • A raftFoundation is a combined footing that covers the entire area beneath a structure and support all the wall and column. • They are used in areas where the soil masses contains compressible lenses or the soil is sufficiently erratic so that differential settlement would be difficult to control. Mat /Raft Foundation 14 MAT:-300-450mm, RAFT:-More than 450 mm
  • 15.
    • Deep foundationmay be of following types Deep Foundation Deep Foundation Pile Foundation Pier Foundation Well Foundation If the depth of the footing (D) is more than its width (B), it is called Deep Foundation. 15
  • 16.
    Pile Foundation isthat type of foundation in which the loads are taken to a low level by means of vertical members, which may be timber, concrete or steel. Pile foundation may be adopted when no firm bearing strata is available and the loading is uneven. • Piles may be of following types • End bearing piles • Friction Pile Pile Foundation 16
  • 17.
  • 18.
    A Pier foundationconsist of cylindrical column of large diameter to support and transfer large superimposed load to the firm strata below. • Generally, pier foundation is shallow in depth than the pile foundation. Pier Foundation 18
  • 19.
    • Well Foundationor Caisson are box like structures which are sunk from the surface of either land or water to the desired depth. They are much larger than the pier foundation or drilled caissons. Caisson foundations are used for major foundation Works like • Bridge piers • Docks • Large water front structure such as pump house. Cassion /Well Foundation 19
  • 20.
    • The superstructureis that part of the building which is above the ground, and which serves the purpose of building’s intended use. • It includes • Plinth • Wall and columns • Beams • Arches • Roofs and slabs • Lintel and arches • Chajjas • Parapet • Door and Windows • Vertical Transportation structure Super structure 20
  • 21.
    • Plinth:- Plinthis that part of the building between surrounding ground surface and floor space immediately the ground. Plinth resists the entry Above resists water entry inside Plinth of rain the building, entry of animals ,insects & Rodents. • General plinth height is 45, 60, 75, 90, 120 cm 21
  • 22.
    DPC:- • A damp-proofcourse (DPC) is a barrier through the structure designed to prevent moisture rising by capillary action • The DPC should be of 40mm thickness and should be of uniform thickness. 22
  • 23.
    • Wall: -Thewalls are building blocks of bricks or stones. They divide the building space into Various space and various rooms . They support Slabs and beams. They safely transmits the loads coming on them from beams and slabs to the foundation. They provide privacy and protection against heat, cold, rain , noise, dust winds. They offer resistant to firewalls may be of • Brick masonry • Stone masonry 23
  • 24.
    • Columns:-columns arevertical members along which beams and slab /roof is supported They are square, rectangular and circular in shape in C/S. 24
  • 25.
    •sills:- sills arelower portion of window and ventilator opening 25
  • 26.
    Lintels And Arch:- •Lintel is a horizontal member which is placed across the opening. • An arch is normally a curved member comprising of wedge shaped building blocks holding each other with mutual pressure 26
  • 27.
    Chajjas:- • Chajjas areprovided on external wall opening to get protection from rain, snow and heat. They are weather sheds. Their thickness tapers from 100 to 75 mm and projection is 30, 45, 60, 75, 90 cm 27  sloping horizontal structure  overhang from lintel
  • 28.
    Beams:- • Beams arehorizontal members above which the slabs are provided. The beams are instead supported on walls and columns. • They are generally 20, 30, 45, 60 cm thick and deep members as per structural design. 28
  • 29.
    • Floor: -Afloor is a plane area to support occupants, furniture's, and equipment. 29 Divide building in to different levels
  • 30.
    • Roof:- Theupper most part of the building constitutes the roof. The Slab and roof encloses the space and offers protection from rain, heat, snow, wind, sound, fire. Slabs are 10,12,15 cm thick. 30
  • 31.
    Parapet:- •Parapet is generally10 cm thick partition wall constructed above slab to enclose the terrace open to sky. Thickness is 10 to 15 cm height is 1.0 m to 1.2 m 31
  • 32.
    • A doorprovides a connecting link between rooms, allowing easy free movement in the building. • Window are opening provided in walls. • Doors and windows provide lighting and ventilation. The provide resistance to weather, sound and heat. They provide security and privacy Door and Windows 32
  • 33.
    Vertical transportation structuresuch as stair, lift, escalator and ramp etc is used to afford access between various floor. Out of these, stairs are the most common. A stair may be defined as series of steps suitably arranged for the purpose of connecting different floors of a building. Stairs may be constructed of different materials such as timber, stone, reinforced concrete or steel. Vertical Transportation Structure 33
  • 34.
    Building finishes areused to give protective covering to various building components, and at the same time, they provide decorative effects. Building Finishes 34
  • 35.
    Nominal Dimension Building component 30,45,60,75,90cm Plinth (Height) 40 mm DPC(thickness) 10 cm 20, 30,40 cm Wall thickness Partition wall Load bearing wall 20 x 20 cm, 30 x 30 cm 20 x 30 cm 20 c m Ф , 30 cm Ф Column size Square Rectangular Circular 15 cm 0.07 to 0.1 m Sill (thickness) sill height 15 Cm 2.0 m from floor level Lintel (thickness) Lintel height SIZES OF DIFFERENT BUILDING COMPONENTS 35
  • 36.
    Nominal dimensions Building components 30,45,60,75,90cm Chajja Projections 30, 45, 60 cm Depth of beam 0.1 to 0.15 m Slab thickness 10 cm 1 m Parapet wall thickness Parapet height 0.8, 0.9, 1.0, 1.2 m 1.8, 2.0, 2.1 m Door Door width Door height 0.6, 0.75, 0.9, 1.0, 1.2, 1.5,1.8 m 0.6 0.75, 0.9, 1.0, 1.2, 1.5, 1.8 m Window Window width Window height 0.3, 0.45, 0.6, 0.75,0.9 m Ventilator Width SIZES OF DIFFERENT BUILDING COMPONENTS 36
  • 37.
  • 38.
    38 SOURCE:- National Building CodeOf India 2016 Book :- S. k Duggal