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Building components
1. UNIT 5 BUILDING COMPONENTS AND
STRUCTURES
Department of Mechanical Engineering
Prepared By
Mr. S.Maniraj M.E.,(Ph.D)
Assistant Professor
Paavai Engineering College
6. Functions of foundation
Even distribution of load
Reduction of load intensity
Reduction of differential settlement
Safety against sliding and overturning
Safety against undermining
Provide firm and level surface
Protection against soil movement
7. Requirements of a good foundation
Constructed to sustain dead load and imposed load
and transmit them to underlying soil
Rigid-to avoid differential settlement
Taken to sufficient depth
Performance should not be affected due to any
unexpected future influence
8. Factors for the design
1. Bearing capacity of
the soil
2. Settlement of
foundations
Ultimate bearing
capacity
Safe bearing capacity
Allowable bearing
capacity
Uniform settlement
Differential settlement
9. BEARING CAPACITY
• Supporting power of soil without any failure
• Depends on :
1. Properties of soil
2. Position of water table
3. Physical features of foundation like type, size & shape
• Ultimate Bearing Capacity : minimum gross pressure intensity at the
base of foundation that the soil fails in shear
• Net Ultimate Bearing Capacity : minimum net pressure intensity at
which the soil fails in shear
• Net safe bearing capacity : obtained by dividing the net ultimate bearing
capacity of the soil with a suitable factor of safety
• Safe bearing capacity : Maximum pressure the soil can carry safely
without the risk of shear failure
10. SETTLEMENT OF FOUNDATIONS
Uniform settlement is usually of little
consequence in a building, but differential
settlement can cause severe structural damage.
No settlement Total settlement Differential settlement
Settlement of foundations
11. Settlement of foundation means the sinking of foundation
as a consequence of compression or deformation of the
soil under the foundation
Equal Settlement :
• The structures settles by uniform amount at each and
every portion of the structure
Unequal Settlement:
• The amount of settlement is different at different parts of
the building
12. Causes of settlement:
• Due to weight of the structure transmitted to the soil
• Due to increased load on the surrounding soil
• Due to excavation near the foundation
• Lowering of water table
• Vibrations from moving machineries
• Deterioration of concrete by the chemical action of soil, seawater etc…
• Due to mining and tunnelling operations
Causes of differential settlement:
• Non uniform load distribution on foundations
• Non uniformity of soil types
• Percolation of water
• Overlap and concentration of stresses due to presence of adjacent foundations
13. Causes of foundation
failure
Unequal settlement of subsoil under the foundation
Unequal settlement of the masonry
Lateral movement of earth
Shrinkage of soil bed due to seasonal variation of moisture
content
The penetration of the roots of trees
Atmospheric action
Lateral escape of the soil beneath the foundation
Horizontal movement of the soil adjacent to the structure
14. Types of Foundations
Shallow Foundations D<=B
Deep Foundations D>B
D - Depth of foundation
B – Width of foundation
15. Shallow foundations
Types of shallow foundations
Isolated or column footing
Wall or strip footing
Combined footing
Continuous footing
Cantilever footing
Raft or mat foundation
16. Isolated or column footing
When the load on the column is less, a spread is given
under the column
17.
18. Wall or strip footing
The foundation which is provided through out the
length of a continuous structure is called strip footing.
19.
20. Combined footing
When a foundation or footing is constructed for two or
more columns is called as combined
footing
Two individual footings overlap
When bearing capacity is less
when footings are constructed
near boundaries of the plot
Trapezoidal footing – when column
loads vary considerably
21.
22. Continuous footing
A single continuous reinforced concrete slab is
provided as foundation for three or more columns in a
row. Continuous footing is more suitable to prevent
the differential settlement in the structure and for the
safety against earthquake.
24. Cantilever Footing (Strap)
Consists of an eccentric footing for the exterior
column and a concentric footing for the interior
column.
A strap or a cantilever beam connects them.
27. A raft foundation is a combined footing which covers
the entire area beneath a structure and supports all
the walls and columns
Raft or mat foundation
32. Raft foundations are suitable when
1. The building loads are heavy
2. The allowable soil pressure is small
3. Individual footings would require more than half the
building area
4. In highly compressible soil
5. Weak spots and loose pockets in soil mass are suspected
33. Deep Foundation
The foundations having very large depth compared to
width are called deep foundations
E.g. Pile foundations
Well foundations
34. Pile Foundation
Piles are long slender members driven into ground
or cast at the site. Pile foundations are common
where the soil conditions are unfavorable for the use
of shallow foundations
35. Classification of Piles
1. Method of load transfer
2. Function or action
3. Composition and material
4. Installation
43. Composite Piles
Used when part of the pile is submerged under water.
Made up of concrete and steel
44. Well Foundations
A well foundation is a well type structure, which built
at the ground level and sunk into the soil at the
required level.
The bridge pier will be resting on the top of the well
foundation.
The bottom of the well is plugged with concrete.
The top is covered with a well cap which is a thick
concrete slab
45. The bottom edge of the well foundation consists of
a cutting edge. The different c/s adopted for well
foundations are
1. Circular
2. Twin circular
3. Double D
4. Dumb bell
5. Twin hexagonal
6. Rectangular
46. Components of well foundation
Well curb
Cutting edge
Steining
Bottom plug
Top plug
Well cap
48. Well curb
Support the wt of the well
Cutting edge
Sharp angle for cutting the soil without making it too weak
Steining
Walls of the well
Bottom plug
Concrete plug provided to balance the soil pressure
Top plug
Concrete plug provided above the sand/soil filling
Well cap
Serves as platform for the supporting members of the
superstructure
49.
50.
51. To support the dynamic forces produced by the
operation of the machine
To avoid large settlements at resonance, natural
frequency of foundation should be different
operating frequency of the machine
Machine foundation
52. Types of machines
Impact type
Presses, forge hammers
Reciprocating type
Compressors, engines
Centrifugal type
Motors, turbines
Miscellaneous types
Machine foundation