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8/17/2019 Introduction to Civil Engineering by Ramachandran V
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Introduction to Civil Engineering
Ramachandran V
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Kerala Technological University which has just come into being in 2014 hasformulated a new syllabus for the first and second semester students. One of the compulsory
subjects for them is Introduction to Civi l Engineering. I was teaching the subject for the last
couple of years. Though there are a large number of text books on the subject, the students
have to refer to more than one book. It was felt that there was a need to make available all the
subject matter in one place and this prompted me to compile the book as per the syllabus of K
Tech University. Some topics like cement concrete, RCC etc which have not been included in
the K Tech University syllabus have been incorporated in this book for sake of continuity.
Attempt has been made to present the topic in a very simple and lucid language with a
large number of illustrations. In order to make clear the steps of lay out of buildings, brick
masonry (English bond and Flemish bond) few video cl ips have been included. At the end of
each chapter, the main points to be revised and remembered are given as “ Points to Ponder ”.
Also a good number of questions have been given at the end of each chapter for practice.
Hope that the students will be able to take full advantage of the book.
Comments/suggestions are most welcome!
Ramachandran V
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(As per Kerala Technological University - 2015)
1. General Introduction to Civil Engineering
2. History of Civil Engineering
3. Relevance of Civil Engineering in the Overall development of the country
4. Type and classification of structures : Buildings, Towers, Chimneys, Bridges, Dams,
Retaining Walls, Water tanks, Silos, Roads, Railways, Runways, Pipe lines
5. Definition and type of buildings as per National Building Code of India
6. Selection of site
7. Components of buildings and their functions
8. Setting out of a building
9. Stones
10. Bricks
11. Tiles
12. Aggregates
13. Cement mortar
14. Stone masonry
15. Brick masonry
16. Timber
17. Steel
18. Floors
19. Roofs
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SN Chapter Page No
Int roduct ion
1. General Introduction to Civil Engineering 7
2. History of Civil Engineering 9
3. Relevance of Civil Engineering in the development of the country 11
4. Types and classification of structures 17
5. Definition and Type of Buildings as per National Building Code 28
6. Components of a Residential Building 33
Bu i lding Mater ials
7. Stones 48
8. Bricks 53
9. Tiles 64
10. Cement 70
11. Aggregates 77
12. Cement Mortar 86
13. Cement Concrete 90
14. Iron & Steel 101
15. Reinforced Cement Concrete (RCC) 107
16. Timber 111
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Construct ion
17 Selection of site 122
18 Setting out of a building 125
19. Stone Masonry 127
20. Brick Masonry 134
21. Floors and Flooring Materials 145
22. Roofs and Roof coverings 149
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1. General Introduction to Civil Engineering
Engineering is the oldest profession in the technical field and Civil Engineering is the oldestbranch of Engineering. Civil engineering deals with the planning, design, construction and
maintenance of buildings, roads, railways, airports, seaports, dams, canals, bridges, water
supply and sewerage systems. Though in olden times, there was no formal education in theengineering field, construction of various structures like pyramids of Egypt, Taj Mahal of India,
Tower of Pisa. Italy were carried out by the local artisans with their traditional knowledge and
experience. The well designed towns of Mohanjo Daro and Harappa were built with properly
planned and designed roads and sanitary networks around 2600 BC.
.
It is reported that our ancestors lived in caves and tree tops. Later on they shifted to huts made
of twigs and leaves. In the modern world, it has been recognized that it is the state’s
responsibility to provide its citizens the basic amenities like food, shelter (house) and clothing.
Civil Engineering has many branches like – Structural Engineering, Geotechnical Engineering,
Transportation Engineering, Water resources Engineering, Environmental Engineering,
Earthquake Engineering etc.
Geotechnical Engineering: This subject deals with soils, rock and foundations of all structures
like buildings, roads, railways, dams, tunnels etc. Before starting any work, soil samples are
required to be collected from the field, brought to the laboratory and tested to find out the
properties of the soils. The foundations are then designed taking into account the load of the
structure.
Structural Engineering: This discipline deals with the design of different structures. The structure
should be safe and should be able to give the service for which it was intended. The load acting
on the structure has to be identified and the stresses are to be calculated. The design should be
economical also. The loads are dead load, live load, wind load and seismic load.
Transportation Engineering: Transportation engineering deals with the construction and
maintenance of roads, railways, airways, seaways. For the transportation of men and material agood transportation net work is very essential. This forms one of the essential requirement of
the infrastructure development of the country. As far as the roads are connected they connect
small villages to the major cities and industrial towns and railways help in trans[porting
passengers and goods in large quantities more effectively..
Environmental Engineering: This deals with water supply and sanitary engineering. Water is an
essential item for drinking, irrigation, sanitation, hydropower generation etc. The waste
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accumulated both in solid and liquid form has to be collected, treated and disposed off so that
the environment is neat and clean. The atmosphere is now a days polluted due to large scale
vehicles on the road, major industries and over population. Necessary steps are to be taken to
reduce the effect of pollution.
Water Resources Engineering: This discipline of civil engineering deals with the management
of quantity and quality of water in the underground and above ground water resources, like
rivers, lakes ponds and streams. The availability of water from these sources are to be analysed
and actual use planned accordingly. Water as told earlier is required for irrigation, industries,
drinking and transportation.
Earth Quake Engineering: Earth quakes are certain tremors from the inside of earth which may
create the destruction and loss of property and people.. Of course the loss depends on the
intensity of earth quake. As such a civil engineer has to design a structure taking into account
this seismic load. This will depend upon the actual location of the place. India has been divided
into different zones according to the likely severity of the quake. It is not able to predict in
advance when and where the quake may happen. The main objectives of earthquake engineering
are: *Foresee the potential consequences of strong earthquakes on civil structures
*Design, construct and maintain structures to reduce the after effects of earthquakes
Construction Engineering: This branch of civil engineering deals with the construction of various
structures like buildings, dams, water supply schemes, roads, railways, air ports, sea ports etc.
First detailed engineering survey has to be made. Then design the structure and carry out the
construction. Proper quality control has to be made by the site engineer so that the structure will
be safe and also it should be economical. The work should be completed within the target dates
as to avoid cost escalation. So many software packages are available now a days for design,
drawing and project planning.
Hydraulic engineering: This branch of civil engineering deals with the flow and conveyance
of fluids, mainly water and sewage. The knowledge on this subject is required for the design
of bridges, dams, channels, canals, water supply and sanitary engineering. Hydraulic engineering is
the application of fluid mechanics principles to problems dealing with the collection, storage, control,
transport of water and sewage. The hydraulic engineer has to study the effect of scour on bridges
and other structures.
Surveying: Before starting a new project a survey has to be made with respect to its alignment,
level, feature on the way and surroundings. The project can be a road, railway, airport, dam or
other structure..
Surveying is the art of determining the relative position of points on the surface of earth with
respect to its direction, magnitude and level. There are different surveys depending on the type
of instruments used, purpose of survey etc. The main instruments in this connection are – chain,
leveling instrument, theodolite, tachometer, total station etc. After the survey, plans are to be
prepared.
http://en.wikipedia.org/wiki/Earthquakeshttp://en.wikipedia.org/wiki/Earthquakeshttp://en.wikipedia.org/wiki/Earthquakeshttp://en.wikipedia.org/wiki/Fluidhttp://en.wikipedia.org/wiki/Fluidhttp://en.wikipedia.org/wiki/Fluidhttp://en.wikipedia.org/wiki/Waterhttp://en.wikipedia.org/wiki/Waterhttp://en.wikipedia.org/wiki/Waterhttp://en.wikipedia.org/wiki/Bridgehttp://en.wikipedia.org/wiki/Bridgehttp://en.wikipedia.org/wiki/Bridgehttp://en.wikipedia.org/wiki/Damhttp://en.wikipedia.org/wiki/Damhttp://en.wikipedia.org/wiki/Damhttp://en.wikipedia.org/wiki/Channel_(geography)http://en.wikipedia.org/wiki/Channel_(geography)http://en.wikipedia.org/wiki/Channel_(geography)http://en.wikipedia.org/wiki/Canalhttp://en.wikipedia.org/wiki/Canalhttp://en.wikipedia.org/wiki/Canalhttp://en.wikipedia.org/wiki/Canalhttp://en.wikipedia.org/wiki/Channel_(geography)http://en.wikipedia.org/wiki/Damhttp://en.wikipedia.org/wiki/Bridgehttp://en.wikipedia.org/wiki/Waterhttp://en.wikipedia.org/wiki/Fluidhttp://en.wikipedia.org/wiki/Earthquakes
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2. History of Civil Engineering
It is very difficult to specify the history of the beginning of civil engineering. Our ancestors atefruits, drank water from streams and slept in caves or on top of trees. Then they felt the need of
a house for protection from rain and other atmospheric effects. They cut the trees and using the
logs constructed small huts. The construction of Pyramids in Egypt (2700 - 2500 BC) is
considered to be the first major civil construction. Ancient historic civil engineering
constructions include the Great Wall of China (312 BC), Irrigation projects in China (around
220 BC); Julius Caesar's Bridge over the Rhine River( 55 BC), Taj Mahal (Agra), Red Fort
(Delhi), Golden Temple (Amritsar), Hawa Mahal (Jaipur), Ellora Caves( Nasik), Guruvayoor
Srikrishna Temple (Kerala), Maha Budha Temple (Gaya), Malankara Orthodox Church (Kerala)
in India.
Great wall of China (312 BC) Pyramids of Egypt (2700-2500 BC)
Tajmahal of india (1632)
In the earliest period, the construction of structures were done using mud, stone and lime
mortar. Though there was no formal education, they could design and construct such
magnificent structure which are still in existence without any serious deterioration.
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One of the most essential requirements of human beings is food. For raising food crops,irrigation is required.
History of Irrigation Development in World
Archaeological investigation has identified evidence of irrigation in Mesopotamia and Egypt as
far back as the 6th millennium BCE, where barley was grown in areas where the natural rainfall
was insufficient to support such a crop. In the 'Zana' Valley of the Andes Mountains in Peru,
archaeologists found remains of three irrigation canals dated from the 4th millennium BCE, the
3rd millennium BCE and the 9th century CE. These canals are the earliest record of irrigation in
the New World. The Indus Valley Civilization in Pakistan and North India (from 2600 BCE) also
had an early canal irrigation system. Large scale agriculture was practiced and an extensive
network of canals was used for the purpose of irrigation.
Drawing water from well using bullocks
Engineering Education
The first engineering school, The National School of Bridges and Highways, France, was
opened in 1747. In 1818, world’s first engineering society, the Institution of Civil Engineers wasfounded in London. The institution received a Royal Charter in 1828, formally recognizing civil
engineering as a profession. Its charter defined civil engineering as: “Civil engineering is the
application of physical and scientific principles, and its history is intricately linked to advances in
understanding of physics and mathematics throughout history. Because civil engineering is a
wide ranging profession, including several separate specialized sub-disciplines, its history is
linked to knowledge of structures, material science, geography, geology, soil, hydrology,
environment, mechanics and other fields.”
The first private college to teach Civil Engineering in the United States was Norwich University
founded in 1819. The first degree in Civil Engineering in the United States was awarded by
Rensselaer Polytechnic Institute in 1835. In India, engineering education started with theopening of School of Survey in 1794, which became the Civil Engineering School in 1858 and was
rechristened as College of Engineering in 1859 in Chennai (Madras). The Thomason College of Civil
Engineering, Roorkee,(Uttar Pradesh) was started in 1847.whicht was given university status in
1949 and was converted to Indian Institute of Technology (IIT) in 2001.
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3. Relevance of Civil Engineering in the Infrastructure Development
of the Country
Civil Engineers have a major role to play in the development of a nation as they have to makethe necessary infrastructure in terms of buildings, transportation net work, dams, irrigation
canals, power generating stations etc. Infrastructure can be defined as the physical and
organizational structures and facilities like buildings, roads etc. needed for the operation of a
society. They are required for the economic development of the country.
Civil Engineering has got various branches like Geotechnical Engineering, Structural
Engineering, Transportation Engineering, Environmental Engineering, Surveying - each
discipline dealing with a particular aspect. In general, the functions of a Civil Engineer are
Planning, Design, Construction and Maintenance of different Civil Engineering structures.
The infrastructure requirements can be broadly grouped under the following categories:
Buildings, Roads, Railways, Bridges, Airports, Dams and Canals, Electric Power Stations,
Factories, Industrial Town ships
Buildings are required for dwelling, schools, industries, offices, hospitals, factories etc.
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Bridges are required for crossing rivers and other obstacles for both rail and road network.
Food is an essential item for all - rich and poor. Agricultural fields are to be raised and
maintained properly.
For raising food production irrigation is to be effective. For this dams are required. The stored
water can be used for drinking and hydroelectric power in addition to irrigation.
For transporting men and material from one end of the country to the other end railways are a
must.
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For linking villages to towns, cities and industrial towns roads are required
For faster and quicker transport of passengers and goods air transport is the only solution.
Electric power is required for almost are operations – domestic, commercial or industrial
purposes. The power is generated though hydro electric, thermal or nuclear power stations.
One of the parameter to measure the progress of a country is its industrial production. This
can be the in the small scale sector or large scale sector.
Conventional building materials like stone, brick, timber etc are still in vogue, but two materials
which have completely revolutionized the construction industry are cement and steel. From a
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small one room house to a multi- storey buildings, dams, power houses, air ports, rail sleepers,
concrete roads, tunnels, bridges etc all are being constructed with concrete and steel.
Computers are now extensively used for design, drawing and planning of various civil
engineering works. Also micro controllers are being used in various machineries used in
construction activities. In the present day world “going green” is on top priority in our society.
Reusing materials from existing sites is an upcoming trend in the new environment.
Engineers play a very critical role in planning, developing, building and maintaining nation’s
infrastructure. Ultimately, the engineering profession uses its expertise, experience and
knowledge help to create a safer, more sustainable, and prosperous future for the country.
Engineers balance social, environmental and economic considerations to find the best solutions
to complex challenges. They have a responsibility to manage the risks associated with their
work, and the impacts on the public and on the environment.
The progress made by the nation in the successive five year plans is an eye-opener. The
progress can be seen in all spectrum - Irrigation, Agriculture, Hydro electric power, Roads,
Railways, Air ports, Sea ports, Techno / I T parks, Communication network, Cement, Steel and
other heavy and light Industries.
Some recent remarkable infrastructure developments in India
For any country, its infrastructure is a matter of pride. During the last few years phenomenal
change has taken place in sectors like buildings, roads, railways, airports etc leading to world
class facilities in various parts of the country. Few such projects are briefly described here.
1. Mumbai’s Eastern Freeway – India’s second largest Fly over - More than 25000
vehicles are expected to take the freeway daily. The 17 km freeway is divided in three
parts- 9.29 km elevated road, 4.3 km road-tunnel, and an elevated 2.5 km fly over.
2. Udhampur-Katra rail link (Kashmir) – The work on this line is complete. Pilgrims to
Vaishnodevi temple can travel directly to the base camp at Katra. Constructed at an
estimated cost of Rs 1050 crores, the route consists of seven tunnels, 30 small and big
bridges.
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3. Indore’s BRTS road route- Built at a cost of Rs135 crores, the BRTS consists of
physically separated bus lanes and metro like stations.
4. Double decker train from Chennai to Banglore – The fully air- conditioned train started its
run on April 25, 2013.
5. India’s first solar park at Caranka village in Gujarath – This is country’s first solar park.Spread across 5000 acres it has 500 MW of generation capacity of both solar and wind
energy.
6. Yamuna Expressway (Greater Noida to Agra) – The 165 km long Yamuna Expressway
is the longest access controlled six-lane rigid pavements in India.
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7. India’s longest rail tunnel – The 11 km tunnel across PirPanjal mountain range on the
Bani hal – Quazigund railway line in Jammu Kashmir.
8. Lulu Mall. Kochi – Constructed at a cost of Rs1600 crores at Edappally, Cochi in 25 lakh
square feet complex
9. India’s Life line Express (World’s first hospital train)- Established in 1991, this train has
travelled the length and breadth of the country bringing the medical aid to the most far-
flung inaccessible areas.
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4. Types and Classification of Structures
There are different types of structures like buildings, roads, railways, air ports, towers etc. Abrief description of these structures is given below:
Buildings
A building is a man-made structure with proper foundation, wall, roof and other building services. It
may be of mud, stone or cement blocks. The building may be for various purposes – residential,commercial, industrial, educational, religious…..It may be of various sizes and shapes National
Building Code of India (2005) defines a building as a structure for any purpose built of any material.
The building may be of single storey or multi-storey structure.
In the last few years the cost of construction has sky rocketed due to the rise in the cost of building
materials as well the increased labour cost. The cost of land has also gone up considerably. Earlier
the practice was to construct single storey or two storey buildings. But the trend has completely
changed due to the paucity and high cost of land and the increased demand for houses. The old
system of combined family has disappeared and the trend is for miniature families. So now
multistory residential complexes are being constructed. One factor which has to be taken into
connection in this regard is the Floor Area Index (FAI).
FAI = Covered area of all floors X 100
Plot Area
Along with residential buildings. more buildings are required for industries, government offices,
private business establishments, educational institutions etc. One important factor is the
economy of construction. The space has to be effectively utilized. Green buildings are the
requirement of the day. Modern construction techniques and selection of good building
materials also will affect in reducing the cost of construction.
Towers
A tower is a tall structure. There are different towers like clock tower, transmission tower, bell tower,
radio tower, communication tower etc. They are not intended for living .but for specific purposes
like:
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Eiffel Tower
Electricity transmission tower- for distribution of electric power
Communication tower- for transmission of communication signals like microwave
Radio tower - for transmission of radio signals
Bell tower – for hanging bells in churches
Tourist tower – As a tourist attraction for the tourists to see (Eiffel tower in Paris, Leaning tower of
Pisa, Italy etc)
The towers are normally constructed with steel sections like angle, I section, Channel, square
section etc and are connected at the junctions through welding or bolt and nut.
Chimneys
A chimney (flue) is a structure intended for the passing off smoke, hot flue gases
from furnace or fireplace to the outside atmosphere. Chimneys are kept in vertical position so that
the gases pass smoothly. Chimneys can be found in buildings, steam locomotives, ships, brick
kilns, factories etc.. Since in factories the pollutant gases are passed out through tall towers, the
surrounding area is not polluted. In addition, the dispersion of pollutants at higher altitudes can
reduce their impact on the immediate surroundings.
The cross section of a chimney may be square, rectangular or circular with smooth finish inside. The
height of the chimney stack should be at least one meter above the roof level. In big factories, tall
chimneys are provided to pass the exhaust gases and smoke at a higher level. The following points
must be kept in mind while constructing a tall chimney-
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-Refractory brick lining should be provided inside a chimney when the temperature is expected to
exceed 750 degree centigrade.
-The total height of the chimney shaft should not exceed 12 times the external diameter at the base
or 10 times the least lateral dimension at the base for chimneys of rectangular section. The general
practice is to construct the chimneys in lime mortar than cement mortar because cement mortar is
likely to disintegrate at high temperature.
- Wind pressure must be taken into account when designing a chimney.
Bridges
A bridge is a structure built to cross an obstacle. The obstacle may be a river, railway line, road
or canal.
Classification
Bridges are classified in different ways according to:
Material of construction - Timber, Masonry, Steel, RCC, PSC.Purpose (Function) - Railway bridge, Road bridge, Pedestrian bridge, Aqueduct (bridge over a
valley), Viaduct (canal over a river)
Position - Deck bridge, Through bridge, Semi through bridge
Superstructure - Slab bridge, Truss bridge, Suspension bridge, Cable stayed bridge
Length - Culvert (less than 6 m, Minor bridge (6 to 60 m), Major bridge (above 60 m)
Method of connection of different parts- Rivet, weld, Pin
Position - Straight, Skew
Selection of siteThe following points are to be considered in selecting the site of the bridge –
The site should be easily approachable, Width of the river should be minimum, Firm and stable
banks, Suitable foundation, Right angled crossing
The components of a bridge are Abutments, Pier, Deck Slab, Hand- rail, Beam, Bearings,
Approaches, Parapet
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Dams
Dams are structures constructed across rivers to store water. The water may be used for
drinking, irrigation or hydro electric power generation.
There are different types of dams –
Based on function-
Storage dam – This is constructed to store water. The stored water may be used for irrigation,
drinking or hydro electric power generation.
Flood control dam – This is temporarily constructed to store the flood water and release it slowly
so that the down- stream side is safeguarded against the damaging effects of floods.
Diversion dam - This is constructed to divert the water from the river to a channel.
Coffer dam – A temporary structure constructed to divert water so that the new dam or bridge
can be constructed.
Based on material of construction –
Earthen dam , Masonry dam , Concrete dam
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Retaining Walls
Retaining walls are walls made of concrete or masonry to retain soil. Generally they are
constructed on the approaches to bridges, for making gardens in sloping grounds and to
protect soil from erosion etc. To design a retaining wall, it is required to find out the pressure
exerted by the soil on the retaining wall. This can be found out by using Rankin’s theory or
Coulomb’s theory. The pressure depends on the unit weight of soil, angle of internal friction,
cohesive strength of soil and height of the wall. There is a tendency for the retained material to
move down the slope due to gravity. This creates lateral earth pressure behind the wall which istermed as active earth pressure. If the retaining wall yields towards the retained soil. the wall is
subjected to passive earth pressure. If there is no movement, the earth pressure is called earth
pressure at rest.
Water tanks
A water tank is a container to store and distribute water. The water may be used for drinking
,irrigation or fire suppression. It can be at the ground level or on an elevated stage. They may
be of steel, concrete or plastics and of circular or rectangular in shape. Now a days for rain
water harvesting also tanks are being used. Rainwater tank (sometimes called a rain barrel ) isa water tank used to collect and store rain water runoff from roof tops via rain gutters. A rainwater
catchment or collection (also known as "rainwater harvesting") system can yield 2358 litres of water
from 2.54 cm of rain on a 93 m2 roof area. Rainwater tanks are devices for collecting and
maintaining harvested rain. These tanks are installed to use rain water for later use. and aid self-
sufficiency. Stored water may be used for watering gardens, agriculture, flushing toilets, in washing
machines, washing cars, and also for drinking, especially when other water supplies are unavailable.
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Underground rainwater tanks can also be used for retention of storm water for release at a later
time.
Silos
Silo is a structure, typically cylindrical in shape in which grain, cement or other materials are stored.
There are different types of silos such as the low-level mobile silo and the static upright silo. Mobile
silos are normally of capacities from 10 to 75 tons. They are simple to transport and are easy to be
set up on site. These mobile silos generally come equipped with an electronic weighing system with
digital display and printer. This allows any quantity of cement or powder discharged from the silo to
be controlled and also provides an accurate indication of what remains inside the silo. The static
upright silos (Tower silos) have capacities from 20 to 80 tons. They are also cylindrical in shape, 4
to 30 m in diameter and 10 to 84 m in height. The stored materials are unloaded into wagons, trucks
or conveyors. Silos can be of steel or concrete. The main differences between concrete and steel
silos are:
All steel silo parts are manufactured in a factory, so the quality can be totally controlled,
whereas cast in place concrete silos involve more variables such as delivery of concrete andweather.
The slip frame concrete process is slightly complicated. Also, field supervision plays a really
important role in concrete silos: More workers have to be employed and also it takes more time
for construction. Ultimately the cost of construction shoots up.
Concrete silos can be taller than steel silos.
It is easier to erect steel silos and also to install accessories like doors, ladders, samplers, etc.
Steel structure is more flexible, so steel silos have better behavior in case of earthquake.
Regarding air tightness, both structures are normally airtight if the openings are properly sealed.
Steel silos generally give more storage capacity.. They tend to be more cost-effective because
of the higher storage capacity.
It is easier and more effective to do aeration in steel silos.
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Roads
Roads are for the transport of men and material from one part of the country to another part. In
India, roads are classified under the following categories - National High way, State Highway,
Major District Road, Other District Road and Village Road. There is now a new classification as
Express Way.
The road structure has the following components – Sub grade, Sub base, Base, Base Coat and
Wearing Coat.
Typical X section of a flexible pavement
Before upgrading and widening an existing highway, a traffic survey is to be conducted to collect
information about the traffic density, direction of movement of vehicles, origin – destination of
vehicles, type of vehicles, type of soil, geographic details including anticipated future
development.
AS far as the geometry of roads are concerned, on curves the outer portion is slightly rais with
respect to the inner side. This is known as cant (super elevation). This is provided to counteract
the centrifugal force of the vehicle. This will depend on the degree of curvature and speed of
vehicle. Also to drain out rain water, side slopes are to be given to the wearing surface.
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Runways
A runway is a rectangular area of land in an airport prepared for the landing and takeoff of aircraft.
Runways may be a man-made surface (asphalt, concrete, or a mixture of both) or a natural surface.
It is generally paved. Shoulders are provided on either side of a run way. They act as safety zones
should an airport move out of the runway during take off or landing. Stop ways are provided at the
ends of a run way to accommodate an aircraft that overshoots or undershoots a run way during
landing or an aborted take-off.
Runways are named by a number between 01 and 36, which is generally the magnetic azimuth of
the runway's heading in deca degrees: A runway numbered 09 points east (90°), runway 18 is south
(180°), runway 27 points west (270°) and runway 36 points to the north (360° rather than 0°).
Air ports are of two types: Civil airports, Military airports
The selection of a site for an airport depends on – Economic factors, Commercial factors,
Meteorological factors, Physical and Engineering factors.
Typical Layout of Air port
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The capacity of an airport is defined as the number of aircraft operations during a specified
interval of time corresponding to a tolerable level of delay. The factors that affect the capacity of
an airport are:
-The number of runways and whether they are used for both arrivals and take-offs or separately
for arrivals and take-offs.
- Orientation and configuration of runways
-The taxiway
-The efficiency of traffic control facilities
-Weather conditions
A single runway used both for arrival and departure can have an annual capacity of 170,000 to
215,000 air craft operations.
In an emergency, military aircrafts may land on Express Highways. Recently this facility was
tested by landing and taking off a military aircraft on Delhi Agra Express Highway.
Railways
Railways are the life lines of a nation. For transporting men and material railway net work is
very essential. It was in 1853 that the first train started its maiden journey from Bombay to
Thana a distance of 15 Kms. Now Indian railways have got 65000 route Kms of track, carrying
about 23 million passengers per day by 19000 trains connecting about 8000 stations.. It also
runs about 7,000 freight trains carrying about 3 million tonnes of freight every day. It is the
largest Government department and is the only department which has got a separate annual
budget.
Trains run over two rails which are kept at a specific distance .on a transverse member called
sleeper. The distance between the two rails is called gauge which is 1676 mm for Broad gauge
and 1000 mm for Metre gauge track. Below the rails, there is a layer of broken stones (ballast)
of about 20 cm. Previously the sleepers were of wood, steel or cast iron. But now concrete
sleepers are being used. Similarly earlier the trains were hauled by steam locomotives but now
the same are hauled by diesel or electric locomotives.
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The railway is administered by the Railway Board composed of Chairman and four other
Members. The whole rail network is divided into different zones which are headed by a General
Manager. The zone is further subdivided to Divisions. and Sub divisions.
For design, development and standardization of railways there is a separate organization under
the Ministry of Railways called Research Designs and Standards Organisation (RDSO) based at
Lucknow.
Pipelines
Pipeline transport is the transportation of goods through a pipe. As per statistics of 2014, total of
about 3.5 million km of pipeline is there in 120 countries of the world. The United States has 65%,
Russia 8%, and Canada 3%, thus 75% of all pipe line is in these three countries
Liquids and gases are transported through pipelines. Pipelines exist for the transport of crude and
refined petroleum, fuels - such as oil, natural gas and bio fuels - and other fluids
including sewage, slurry and water . Pipelines are useful for transporting water
for drinking or irrigation over long distances. Pneumatic tubes using compressed air can be used to
transport solid capsules.
Oil pipelines are made from steel or plastic tubes which are usually buried underground. The oil is
moved through the pipelines by pumping from stations along the pipeline. Natural gas (and similar
gaseous fuels) are lightly pressurised into liquids known as Natural Gas Liquids (NGLs). Natural gas
pipelines are constructed of carbon steel. Highly toxic ammonia is theoretically the most dangerous
substance to be transported through long-distance pipelines. Hydrogen pipeline transport is the
transportation of hydrogen through a pipe.
Pipelines conveying flammable or explosive material, such as natural gas or oil, pose special safety
concerns and there have been various accidents. Pipelines can be the target
of vandalism, sabotage, or even terrorist attacks. In war, pipelines are often the target of militaryattacks.
Advantages of transport through pipes:
Large-scale transportation of natural gas by tanker truck or rail is not feasible Pipelines are a safe and efficient means of transporting large quantities of crude oil and natural
gas over land. Pipelines are more cost-effective than the alternative transportation options
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They require significantly less energy to operate than operating trucks or rail and have a muchlower carbon footprint
Underground pipelines are safe
Points To Ponder
A building is a structure with foundation, walls and roof covering.
It is used for dwelling, office, factory, business establishment and other purposes.
The size and shape of the building depend on the purpose of the same.
Even though there was no formal education, artisans in olden days were able to
construct buildings using locally available materials.
Some of the structures constructed long back and are still in existence are – The GreatWall of China, Pyramids of Egypt, Leaning tower of Pisa, Tajmahal at Agra, Redfort at
Delhi etc.
In addition to buildings, there are many other structural elements which are in use like –
Chimneys, Towers, Water tanks, Roads, Railways, Airports, Pipe lines etc.
Civil engineers have a major role to play in the infrastructure development of the country.
For a nation’s development houses, factories, roads, railways, airports, dams, power
generating stations etc are required.
It is the duty of Civil Engineers to plan, design, construct and maintain these structures.
Model Questions
1.Biefly describe the history of Civil Engineering.
2 What is a building?
3. What is the purpose of a building?
4. What is the role of a civil engineer in the nation building?
5. Briefly explain the following items – Water tanks, Chimneys, Retaining Walls, Silos, Runways,
Dams, Towers
6.Explin some of the recent systems in operation as part of India’s infrastructure development.
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5. Definition and Types of Buildings as per National Building
Code of India
The National Building Code of India (NBC) is a comprehensive building Code. It is a nationalinstrument providing guidelines for regulating the building construction activities across the
country. It serves as a Model Code for adoption by all agencies involved in building construction
works - the Public Works Departments, other government construction departments, local
bodies or private construction agencies. The Code mainly contains administrative regulations,
development control rules and general building requirements; stipulations regarding materials,
structural design and construction (including safety); and building and plumbing services.
Buildings may be classified according to various parameters like occupancy, load transfer,
materials used and fire resistance. The National Building Code of India (Part iii 2005) classifies
buildings as per occupancy in the following nine groups:
Classification of buildings as per occupancy-
Group A – Residential
Group B - Educational
Group C - Institutional
Group D - Assembly
Group E - Business
Group F - Mercantile
Group G - Industrial
Group H - Storage
Group I – Hazardous
Group A – Residential Buildings – These are the buildings in which sleeping accommodation is
provided for normal residential purposes with or without cooking or dining or both facilities
except any building classified under Group C. Group A buildings are further classified as A1 to
A5.
A1 – Lodging Houses - These are buildings in which under the same management , separatesleeping accommodation for a total of not more than 40 persons on transient or permanent
basis with or without dining facilities but without cooking facilities for individuals is provided.
A2 – One or two private dwelling houses – These are occupied by members of a single family
and have a total sleeping accommodation for not more than 20 persons.
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A3 – Dormitories – These are buildings in which group sleeping accommodation is provided
with or without dining facilities for persons who are not members of the same family in a room or
a series of closely associated rooms under joint occupancy and single management. Examples
– hostels, military barracks
A4 – Apartment houses (Flats) –These are buildings under single management in which living
quarters are provided for three or more families.
A5- Hotels –These are buildings under single management in which sleeping accommodation is
provided for hire to more than fifteen persons.
Group B: Educational Buildings
The buildings used for schools, colleges, or other training institutions that involve assembly
during the day for instruction, education are considered educational buildings.
Sub divisions
B1 – Schools up to senior secondary level with not less than 20 students.
B2 – All other training schools with less than 100 students
Group C: Institutional Buildings
A building or part of a building that is used for the purposes such as medical or other treatment
or care of persons suffering from physical or mental illness, disease or infirmity; care of infants,
or aged persons in which the liberty of inmates is restricted are categorized as institutional
buildings. They normally provide sleeping accommodation for the occupant. They are further
sub - divided as:
A6 - Hotels (starred)
C1- Hospitals and sanatoria
C2 – Custodial Institution
C3- Penal and mental institutions
Group D: Assembly Buildings
These shall include any building or part there of where a group of not less than 50 people gather
for amusement, recreation, social, religious and for similar purposes. Ex- Cinema halls,theatres, exhibition halls, museums, restaurants etc. These buildings are further sub divided
into –
D-1: Buildings having stages and fixed seats more than 1000.
D-2: Buildings having stages and fixed seats less than 1000
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D-3: Buildings without stages and accommodation for 300 or more persons but no permanent
seating arrangements
D-4: Buildings without stages and accommodation for less than 300 persons.
D-5: All other structures for assembly of people not covered by sub divisions D-1 to D-4. Ex-
Circus tents
D-6: Buildings having mixed occupancy providing facilities such as shopping, restaurants etc.
D-7: All other buildings for assembly of people not covered under D-1 to D-6
Group E: Business Buildings
This group includes any building or part of a building that is used as a shop, store either whole
sale or retail. These are sub divided into
E1 – E5: Mercantile Buildings
F1: Shops, stores markets area upto 50sq m
F2: Underground shopping centres, departmental stores with area more than 500 sq m
Group G: Industrial Buildings
These include buildings or part thereof in which materials of all kinds are manufactured or
processed
G1- Buildings used for low-hazard Industries: These are buildings where danger to life and
property may arise from panic or fire from external sources only.
G2- Buildings used for moderate-hazard Industries: The processes in the industries are liable to
give rise to a fire that will burn with moderate rapidity.
G3- Buildings used for high-hazard Industries; The processes in the industries are liable to give
rise to a fire that will burn with extreme rapidity.
Group H: Storage Buildings
These are buildings used for the storage of goods, vehicles or animals.
Group J: Hazardous Buildings
These are buildings used for storage, handling, manufacturing of highly explosive materials or
products which are liable to burn with extreme rapidity producing poisonous gases or
explosions.
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Classification of buildings according to the type of construction:
Classification according to method of load transfer
Types of structures:
Load-bearing structure: The load of roof and floors is transferred to the foundation by thickwalls.
Framed structure: The load of roof and floors is transferred to the foundation through columns
and footings. Walls serve as partitions only.
Comparison of load bearing and framed structure:
Load bearing structure Framed structure
*Load from roof and floors are transferred to *Transferred through columns and footings
foundation by walls
*Walls need foundation throughout *Footings are required for columns only
*Thickness of load bearing walls should be *Only exterior walls need 200 mm thick,
at least 200mm others need 100 mm thick only
*Too many openings for doors, windows and * No restriction
ventilators are not permitted
*Suited for residential purpose - one or two *Suitable for multi storey buildings
storey only
Classification of buildings according to the materials used
RCC structure, Steel Structure, Composite Structure:
Classification of buildings according to fire resistance
There are four categories in this regard: Type 1, Type 2, Type 3 and Type 4 construction.
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Points To Ponder
National building code of classifies buildings into different categories.
The two categories are – buildings based on occupancy and buildings based on type of
construction
Based on occupancy buildings are further classified into 9 groups – A to I
These nine groups are – Residential, Educational, Institutional, Assembly, Business,
Mercantile, Industrial, Storage, Hazardous
According to the type of construction buildings are classified into – Method of load
transfer, According to the material used, According to the fire resistance
Model Questions
1. What s National Building Code?
2.What are the parameters of classification of buildings?
3.Based on occupancy what are the classifications?
4.What are the classifications of buildings according to type of construction?
5.What are the classifications of buildings according to method of load transfer?
6.What are the classifications of buildings according to material used?
7.What are the classifications of buildings according to fire resistance?
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6. Components of a Building and their functions
Buildings are of different types - residential, commercial, public utility, educational, recreational
etc. The type, size, nature of construction etc of the buildings may vary. Before starting the
construction of the structure, a plan of the building has to be prepared. Then the approval oflocal authority – Panchayat, Municipality or Corporation – has to be obtained. The plan of a
building has to be prepared in consonance with the building bye-laws of the state.
Components of a building
The basic components of a building are: Foundation, Plinth, Column, Wall, Lintel, Door,
Window, Floor, Stair, Roof
Foundation: The foundation is the lowermost part of a building. It is below the ground level. The
purpose of a foundation is to distribute the load of the superstructure to the soil below, give
stability to the building and to prevent the overturning of the building.
Plinth: It is the portion of a building between the ground level and the ground floor level. A
damp proof course is provided at the top of the plinth.
Column: These are vertical members which transfer the load from top to the bottom member.
The column can be of timber, steel or concrete. It may be of circular, rectangular or squaresection.
Wall: The wall is also constructed to transfer the load from top to the bottom member. It has got
the further function of giving protection to the inhabitants from rain, wind etc. and also
privacy.Walls partition the building into different rooms / compartments.
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Lintel: It is a small beam provided over window and door openings to transfer the load from
above. It can be of wood, steel or RCC. The width of lintel will be that of the wall.
Door and Window: A door is provided to get access to the room and also to lock it for safety.
Window is provided in the exterior wall to have light and air circulation. The window area shouldbe 15-20 % of the floor area.
Floor: The number of floors depend on the height of the building. The lowermost floor is the
ground floor. It is prepared by filling the basement with soil and then compacting it. The top is
made by marble, tile or stone. The upper floors are generally of RCC. The thickness of slab wil
depend upon the span and the load it is subjected to.
Stair: Stair is constructed to go from one floor to the other. It will have a number of steps. A
landing is normally provided in between the floors.
Roof: It is the topmost part of a building. It serves as a cover for protection from rain, wind and
sun rays. The roof can be flat or sloping. It should be leak proof and should give a good look to
the building.
Building Services: The essential building services are: water supply, sanitary fittings and
connections, electric connection, rain water drainage system, cup boards, shelves etc.
The details of each component of a building are being described here in :
FoundationFoundation is the lowest part of a structure. It is below the ground level. The purpose of the
foundation is to transmit the load of the superstructure to the soil below so that the structure is
safe. The engineer has to study the properties of the soil and design the foundation accordingly.
It should be ensured that the foundation can safely carry the loads.
Requirements of Foundation:
-The pressure exerted on the soil should not exceed the safe bearing capacity of the soil.
-Settlement of the foundation should be with in safe limit.
-The foundation should be rigid.
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Types of Foundations
1. Shallow foundation 2.Deep Foundation
A foundation is said to be shallow if its depth is less than or equal to its width. Shallowfoundations are also called spread footings or open footings. The 'open' refers to the fact that
the foundations are made by first excavating all the earth till the bottom of the footing, and then
constructing the footing.
There are several kinds of shallow footings: Spread footing, individual footing, combined footing
, raft foundation etc.
Wall footing (Spread footing): The width of the foundation is gradually increased through
steps. Trenches are made to the required depth and width. Then a leveling layer of concrete is
spread Over that the foundations are constructed in masonry.
Column footing: Columns normally carry heavier loads. Therefore they require footings whichcan distribute loads to larger areas. The footings of this type are:
Isolated column footing
Combined footing
Cantilever or strap footing
Continuous footing
Raft or mat footing
Isolated column footing: This footing is adopted for independent column. The size of the
footing will depend on the load on the column and the type of underlying soil.
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Combined Footing: This is a common footing for two columns. This footing can be rectangular
or trapezoidal in shape. This type of footing is adopted when one column is very near theboundary of a plot where there is not sufficient space for the footing.
Cantilever (strap footing)
This type of combined footing is adopted when the distance between the columns is quite large
.A strap beam is provided connecting the slabs under each column.
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Continuous (Strip) Footing: This type of footing is adopted when more than two columns are
to be constructed in one line very close to each other..
Raft Foundation
This is also known as mat foundation. In some cases the individual columns may be heavily
loaded or the safe bearing capacity of the soil may be low. In that case, the column footings
may overlap each other. Raft foundation is adopted in such situations.
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Grillage foundation: In some buildings, steel columns embedded in concrete are to be
constructed. The columns may have to carry heavy loads. In such situations, grillage
foundation is adopted. It consists of one or more tiers of steel beams inside concrete. A base
plate will be provided at the base of the column.
Deep Foundations
1..Pile foundation 2. Pier foundation
Pile foundation: A pile is a slender column of wood, steel or concrete. It is driven into the
ground or cast in a bore hole.
Classification of Piles according to the load transfer: Friction Piles Bearing Piles
Friction piles transfer the load through friction between the pile and soil. The length of the pile
will depend on the frictional resistance.
Bearing piles transfer the load through bearing on a hard strata. For this hard strata should be
available at a reasonable depth.
Classification of piles according to the material used: Timber piles, Steel piles, Concrete piles
Bearing Capacity of Soil: It is defined as the maximum load per unit area which a soil can
withstand without yielding. First the maximum bearing capacity of the soil has to be determined.
There are different methods of determining the bearing capacity. The safe bearing capacity is
then calculated by dividing the maximum bearing capacity by a factor of safety which is usually
taken as 2 or 3.
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Determination of bearing capacity of soil
1. Field Tests 2. Laboratory tests
1. Field Tests
Plate load test
The arrangement for plate load test is given in the figure below.
Plate load test
The arrangement for plate load test is given in the figure below.
Plate load test arrangement
For this test, first a pit is made at the desired depth. A test plate is kept at the centre of the pit.
The load is applied in steps and the settlement noted. The pressure vs settlement is then
plotted. The ultimate bearing capacity is then calculated. The safe bearing capacity is the
ultimate bearing capacity divided by factor of safety.( 2 or 2.5)
Standard Penetration Test (SPT)
The Standard Penetration test (SPT) is an in- situ testing method to determine the engineering
properties of subsurface soils. It is a simple test to estimate the relative density of soils and
approximate shear strength parameters.
In Standard Penetration Test (SPT) a standard thick-walled sampling tube is driven into the groundat the bottom of a borehole by blows from a slide hammer with standard weight and falling distance.The sampling tube is driven 150 mm into the ground and then the number of blows needed for thetube to penetrate each 150 mm (6 in) up to a depth of 450 mm (18 in) is recorded. The sum of the
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number of blows required for the second and third 6 in(150 mm) of penetration is reported as SPTblow value, commonly termed the "N-value".
The N-value provides an indication of the relative density of the subsurface soil, and it is used toestimate the approximate shear strength properties of the soils.
Correlation between SPT (N value), friction angle, and relative density
Correlation between SPT-N value and friction angle and Relative density (Meyerhoff 1956)
SPT N3
[Blows/0.3 m]Soil packing
Relative Density
[%]
Friction angle
[°]
< 4 Very loose < 20 < 30
4 -10 Loose 20 - 40 30 - 35
10 - 30 Compact 40 - 60 35 - 40
30 - 50 Dense 60 - 80 40 - 45
> 50 Very Dense > 80 > 45
2.Laboratory tests: Undisturbed soil samples are collected from the field and tests conductedin the laboratory to determine the shear strength of soil. Bearing capacity is then calculated.
Presumptive Bearing Capacity
National Building Code has recommended safe bearing capacity for different soils.
Type of soil Safe bearing Capacity
(kN/sq m)
Fine sand, silt 150
Medium clay 245Soft rock 440
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Walls
Walls are the vertical elements of a building. They enclose the space within it and also dividethat space
Functional Requirements
strength and stability weather resistance fire resistance thermal insulation sound insulation
The walls are usually constructed of bricks, stones or concrete blocks in cement mortar.
Retaining Wall and Breast Wall
Retaining wall is constructed to retain soil or other fill material. Breast wall is to prevent slippageof natural slopes .The lateral pressure on the wall is to be calculated and then the design madeaccordingly.
Columns
The vertical support which is free from all sides and transfers the load to the floor below is calleda column. The column can be of wood, steel or RCC. It can be of circular, rectangular or squarein section.
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Beam
Beam is a horizontal structural member supporting the floor above. The beam can be of wood,
steel or RCC.
Slab is constructed to divide the vertical space into various stories. The topmost slab is the roofslab.
Floors are made of concrete. Steel bars are provided to take up the tensile stresses. The
diameter of the bar and the spacing of the bars will depend on the span of the room and the
intensity of load.
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Lintel
Lintel is a small beam provided over window and door opening to support the masonry above.
The lintel can be of wood, steel or RCC..
Arches
Arches are curved members provided over openings like door and window to support the wall
above.
Elements of an Arch
Keystone: It is the wedge shaped block provided at the crown of an arch.
Extrados: it is the outer portion of an arch.
Intrados: It is the inner portion of an arch.
Voussoirs: They are the wedge shaped units forming the arch.
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Clear span: It is the horizontal distance between the supports.
Rise: It is the vertical distance between the highest point on the intrados and the springing line.
Spring line: The imaginary line joining the springing points.
Springing points: The points from which the curve of the arch starts.
Stairs
A staircase or stairway is one or more flights of stairs from one floor to another. It includes
landings, newel posts, handrails, balustrades and additional parts. It can be of wood, reinforced
cement concrete, iron or steel. According to their form, the staircases can be with straight flights,
with swinging flights, arched flights or spiral flights.
Roof
The roof is the topmost part of a building. It serves as a protective cover of the building. It
protects the inhabitants from rain, sun, wind and other climatic conditions. There are mainly
three types of roofs
- Sloping or pitched roofs
- Flat or terraced roofs
- Folded plate and shell roofs
Door
Door
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Doors are openings in the wall at the floor level for entry and exit of persons, safety, security
and for light and air. The number of doors in a room should be the bare minimum. Its position
should judiciously selected. In genera doors have a frame and one or two shutters. There are
different types of doors – Framed and braced door, Panelled door, Glazed door, Flush door,
Revolving door, Sliding door, Folding door etc..
Window
Windows are openings provided in the wall for light, air and outside view. The window has also
got a frame and one or more shutters. There are different types of windows like – sliding
window, louvered window, Bay window , Pivoted window. The window frame can be of timber,
steel or aluminium.
Lifts
Normally in an ordinary house, people go from ground floor to other floors through a stair case.
But now a days more buildings are of multi stories whether residential commercial or office
building. In such buildings it is very difficult to move up through a stair case. Lifts are used there
for moving from one floor to another. It can be told that lLift is a moving platform which moves
up and down in a small enclosed space.
Escalator
Escalator is a system of movable stairs used to move people upward and downward
directions. In public places like airports, railway stations, super markets etc escalators
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are installed for the convenience of general public. The speed of escalators are
generally 0.75 m /second..
Points To Ponder
The basic components of a building are: Foundation, Plinth, Column, Wall, Lintel, Door,
Window, Floor, Stair, Roof The purpose of a foundation is to distribute the load of superstructure to the soil below.
There are two types of foundations – Shallow and deep foundation
Spread footing, combined footing, grillage foundation etc come under shallow
foundation.
Pile foundation, Pier foundation and well foundation come under deep foundation.
Walls provide security to the in -habitants and also protection from rain, wind and sun
Columns are vertical members to transfer the load from top to bottom. Hey may of wood,steel or concrete and may be of square, rectangular or circular in section.
There are different floors in a building – ground floor and upper floor.
The roof is the topmost floor which provides protection to the building from rain, wind,
snow etc. The roof covering may be of tiles, slates or concrete slab.
Doors and windows are provided for access to the building, security for inhabitants, light
and air.
Model Questions
1. What are the main components of a building?
2. What is a foundation? 3. What are the different types of foundations?
4. What are the types of walls?
5. What is a column?
6. What is the purpose of a door?
7. What is a lintel?
8. What is a pile foundation?
9. Explain lift and escalator.
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7. STONES
Stones
Stones are blocks of rock and are used for construction of buildings (foundations, walls,columns), flooring, broken stones for roads and concrete.
Classification of Rocks
1. Geological Classification
a) Igneous Rocks: These rocks are formed by cooling of molten material called magma.
These rocks are hard, strong, durable and dense with a crystalline structure. The
rocks are formed on the surface of earth or deep below.
Examples: Granite, Quartzite, Basalt, Dolomite
b) Sedimentary Rocks: Existing rocks are broken down to smaller particles by wind,
water and atmospheric gases. This process is called weathering. The smaller
particles (sediments) thus formed are transported to other places and deposited
there. Gradually the sediments are compressed under their own weight and
sedimentary rocks are formed.
Example; Sand stone, Lime stone
c) Metamorphic Rocks: Igneous and sedimentary rocks when subjected to increased
pressure and temperature are transformed to a new type of rock. This rock is called
metamorphic rock.
Example: Marble, Schist, Slate, Gneiss
2. Physical Classification
a) Stratified Rocks: These rocks exist in distinct layers and can be split along these
layers.
Example: Sand stone, Lime stone
b) Un stratified rocks: These rocks do not exist in layers but occur in huge masses.
Example: Granite, Basalt
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c) Foliated Rocks: These rocks have a layered or banded appearance which is
produced by exposure to heat and pressure.
Example: Gneiss
3. Chemical Classification
a) Siliceous Rocks: In this, the main constituent is silica. The rocks are hard, durable
and are capable of resisting weathering action.
Example: Granite, Quartzite
b) Argillaceous Rocks: Argil (clay ) is the main constituent of these rocks. These are
hard and durable but are brittle.
Example: Slate, Laterite
c) Calcareous Rocks: Calcium carbonate is the main constituent of these rocks.
Example: Marble, Limestone, Dolomite
4. Hardness Classification
Based on the hardness, rocks are classified as
Soft rocks, Medium rocks, Hard rocks and Very hard rocks
Mineral Constituents of Rocks
The main chemical constituents of rocks are:
Minerals: Alumina, Silica, Lime, Magnesia
Alkalies: Soda, Potash
Acids: Carbonic acid
Uses of stones
- Buildings: Foundations, walls, columns, lintels, floorings
- Bridges: Piers, Abutments, Retaining walls
- Roads and Railways: As broken stone (ballast)
- Concrete: As coarse aggregate (broken stone)
Rubble
Rough broken stone as it comes from quarry is called rubble. Rubble may come from Granite,
Basalt, Gneiss or Sand stone. It is used in construction of foundations, walls, road work canal
protection works etc.
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Laterite
Laterite is a sedimentary rock. It is generally found in tropical climate (hot and wet) regions like
Kerala, Karnataka, Andhra, Tamil Nadu etc. These are cut from quarries in rectangular blocks.
They have to be seasoned (left in air) for about one or two months to attain full strength. The
normal compressive strength of laterite is 1.8 to 3.2 N / sq mm. The blocks of stones obtainedfrom quarry is to be dressed (giving proper shape and size). The standard size of laterite stone
is 44 cm x 24 cm x 14 cm. Laterite stones are used in walls of buildings and boundary
(compound) walls.
Qualities of good stones
The qualities of good stones are: Crushing strength, Hardness, Durability, Texture, Appearance
a) Crushing strength: It is the load per unit area required to break a specimen of stone
under a compressive load. It is expressed in Newton / square mm.
Type of rock Range of crushing strength
(N / sq. mm)
Granite 90 to 210
Laterite 2 to 4
Marble 80 to 140
b) Hardness: When stone is used in floors and pavements, it t is subjected to large amount
of wear and tear. Hardness is very important in these cases. It is determined by the
hardness test.
c) Durability: A good stone should be durable. The durability of a stone depends on itschemical composition, physical structure and its resistance to atmospheric action.
d) Texture: It is the characteristic physical structure indicated by the size, shape and
arrangement of grains in the stone.
e) Water absorption: Stones may have pores in it. When stones come in contact with water,
it may absorb water. A good stone should not absorb water more than 5 % of its weight.
f) Appearance: Stones should have a pleasing appearance specially when used on
exteriors. Light coloured stones are preferred to dark coloured.
h) Workability: The stones obtained from quarries are to be dressed properly before using it.The process of removing sharp corners, giving proper shape, size and surface finish is called
dressing. Some stones like granite and basalt are very hard, tough and therefore are difficult to
be dressed easily.
i) Weathering: Stones should have the capacity to withstand the effects of weathering action.
Otherwise they may disintegrate and decompose easily.
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Deterioration of Stones
In course of time, stones may get deteriorated, due to the action of natural agencies like wind,
water and temperature. The colour may also fade out giving a bad appearance. Polluted gases
containing harmful agents from nearby industries may also add to the deterioration of stones.
Preservation of Stones
Stones should be protected from weathering action by adopting suitable measures like
application of preservatives. A preservative is a solution which has to be applied on to the
surface of stone so as to protect it from weathering action. An ideal preservative should be
easily applicable, cheap and should penetrate easily into the interior of the stone The commonly
used preservatives are paint, coal tar and linseed oil.
Commonly used stones
The commonly used stones in India are – Granite, Laterite, Basalt, Marble, Sand stone and
Lime stone.
Quarrying of stones
The process of extracting blocks of stones from natural rock bed is termed as quarrying.
Methods of quarrying; The following methods are adopted for quarrying.
- Quarrying with hand tools
- Quarrying with channeling machines
- Quarrying by blasting
Dressing of stones
The stones after quarrying are to be given to correct size and shape. This processing is known
as dressing of stones. This may be done at the quarry or the construction site.
Testing of Stones
To ascertain the qualities of building stones, different tests are conducted.
Crushing Strength test: The crushing strength is obtained by testing the specimen in a
compressive testing machine.
Attrition test: The stones (coarse aggregates) used in road construction work are subjected togrinding action of traffic. Attrition test is conducted to obtain the resistance of stones to
abrasion.
Acid test: This test is conducted to ascertain the weathering resistance of stones. The stone
chips are kept in a solution of hydrochloric acid for seven days and then tested.
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Absorption test: For this test, dried stone chips are kept in distilled water for three days, taken
out ,weighed and absorption calculated.
Hardness test: This test is conducted in Dorry’s testing machine.
Impact test: This test is done in an impact testing machine to find out the toughness of stones.
Points To Ponder
Stones are blocks of rock. Rocks are formed by the cooling of molten magma.
There are different types of rocks – Igneous , Sedimentary and Metamorphic rocks
Stones are used for foundation, wall, pavement etc
Stones can be classified under geological, physical, chemical and hardness categories..
The commonly used stones are - Granite, Laterite, Marble, Gneiss, Slate, Sandstone
Qualities of good stones are - Strength, Durability, Appearance, Water absorption, Fire
resistance, Workability
Stones can be protected from weathering by application of certain
preservatives.(Chemicals)
The process of extracting blocks of stones from natural rock bed is termed as quarrying.
The process of giving proper size and shape to stones is called dressing.
To ascertain the qualities of building stones, different tests are conducted like Crushing
strength, Attrition, Absorption, Hardness, Toughness .
Model Questions
1. What are the different classifications of rocks?
2. What are the uses of stones?
3. What are the qualities of good stones?
4. How are stones get deteriorated?
5. How are stones preserved?
6. What are the common building stones of India?
7. What is meant by quarrying of stones?
8. What is dressing of stones?
9. What are the tests conducted to ascertain the qualities of building stones?
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8. BRICK
Ordinary Brick
Brick is one of the oldest building material. It is reported that Egyptions, Romans and Chineseused bricks for building construction centuries back. They are extensively used now days also
due to its strength, durability, light weight, low cost and easy availability. Bricks are rectangular
blocks of clay hardened by burning in kilns .
Composition of Good Brick Earth
The constituents of good brick earth are:
1) Alumina (Al2O3):
A good brick earth may contain about 20% to 30% of Alumina. It imparts plasticity to the earth
so that the brick can be moulded to correct size and shape.
2) Silica (SiO2):
It exists in the brick earth either free or combined. A good brick earth should contain about 50%to 60% of silica. It prevents the shrinkage, cracking and warping of raw bricks. The durability of
bricks depends upon proper composition of silica in brick earth. The excess of silica destroys
the cohesion of particles and brick become brittle.
3) Lime (CaCO3):
A small quantity of lime of about 5% is desirable in good brick earth. It should be present in a
very fine state. The lime prevents shrinkage of the raw bricks. The excess of lime causes brick
to melt and therefore its shape may be lost.
4) Oxide of Iron (Fe2O3):
Iron oxide helps in fusing of the sand and also provides the red color to the bricks. It is normally
kept below 5 to 6% because excess of lime may cause dark blue or black color to the brick.
5) Magnesia: It adds yello