Monday 27 October 2014

Basics of Structure Design

  1. What are the Basics of Structural Analysis? 

To understand how structures work, a few basic concepts must be explained. A structure must be designed to resist the likely forces it will encounter and not fail or deflect too much. The common forces are snow load, wind load, earthquake load, dead load (the actual weight of the structure itself) and live load (people or stored materials). The building code generally sets the limits for those various design loads. But the best place to begin an understanding of simple structural analysis isn’t in the building codes and the stipulated loads, but in knowing how simple structural elements work and fail.

2. How Axial Force Crushes?

Columns and posts are defined as vertical structural elements. A column or post transfers load from a roof or a floor down to a foundation. For a simple column, most of that load is an axial force that transfers downward. That axial force (which may be caused by snow, dead and live load) will be described in pounds or kips (thousands of pounds). It’s easy to imagine a column, say a wood 6 x 6 under a wood outside deck, with an axial load. That load puts the column in compression.

How Tension Force Pulls?

A steel cable attached to a cable winch illustrates tension force quite well. As the cable winch is tightened, the steel cable stretches tighter. The tension stress in the steel cable increases (and the sag in the steel cable gets to be less and less). At the allowable tension design stress, say 30,000 psi (depending on the steel type) the cable will be fully loaded. If more tension force is applied with the cable winch, at some higher stress level the steel yield strength will be reached and the cable will snap. 

3. How Shear Force Tears?

A beam carries load (usually horizontally) from floors and roofs to columns. A simple beam must be designed to resist both shear and bending moments. Shear can be illustrated by tearing open a potato chip bag. As your hands grip the bag and pull in opposite directions, the bag starts to tear in a shear failure. To open the bag using tension, you would grip either end of the bag and pull along a line, but in opposite directions. It would be quite difficult to open a potato chip bag using tension, and the chips would fly all over the floor. On the other hand, trying to open that bag using axial force (compression) would only smash the chips. 

Shear stress in a beam goes to failure along a plane, perpendicular to the beam, in which the load side of the beam displaces downward. See Figure 3.2 Shear for an illustration.

 

 It’s important to understand that shear failures tend to happen quickly, without much notice or warning (i.e. not much movement, creaking, deflection, etc.). Therefore building codes tend to require a higher factor of safety against shear failures when stipulating the allowable stresses.

4. How Bending Moment, well, Bend?

A simple beam that works to carry the shear stress must also be designed for the bending moment. Think of a scaffold plank, a 2 x 10 piece of wood spanning 6’. As you step onto the middle of the scaffold plank, you notice some deflection downward. The scaffold plank is now experiencing a bending moment. If you think about the actual plank directly under your feet, the wood fibers on the bottom of the plank are in tension, they are being pulled apart as the plank bends downward. The wood fibers on top of the scaffolding plank are in compression, they are being pushed together.

You can visualize this effect by holding your right hand outstretched, palm facing upward. Take the index finger of your left hand and poke down into the middle of your right palm. Cup your right hand just a bit. Now you get a visual of a bending moment. The skin on the bottom of your hand (around your knuckles) is in tension…the skin is being stretched tight. The skin in your palm, right near the applied load of your index finger, is in compression…the skin is bunching together. Figure 1.4 illustrates.
  source

This concept of bending is important to understand. The scaffold plank acts as a beam, which is under load and is resisting the bending moment. Consider the cross section of the beam (i.e. the scaffold plank) at the point of load (where you are standing). When a structural element is being loaded in bending, the deflection, even if only a small amount, causes tension in the lowest fibers of the beam and compression in the top fibers. The failure due to bending moment occurs as the beam deflects and either the bottom fibers pull apart and fail in tension or the top fibers crush and fail in compression. This is illustrated in Figure 1.3 Bending Moment.
The shape of a steel “I” beam follows from this understanding of bending moments. Since the extreme stress in tension is at the bottom of the member and the extreme stress in compression is at the top of the member, a regular rectangular shape would have most of its area under low stress. Only the very top and very bottom would be under maximum stress. Figure 1.5 shows how a rectangular shape and an “I” beam might be stressed. Obviously, since the steel rectangle beam weighs 97 lbs/foot and the W12x45 “I” beam weighs 45 lbs/foot, the steel “I” beam is much more efficient to use.

5. How Torsion Twists?

Though not as common in most structural elements as axial and tension forces, shear and bending moments, torsion should also be understood. A lintel above a doorway acts as a good illustration for torsion. Say the lintel is a steel beam with concrete block laid directly on top of the beam. That steel beam, then, must be designed for shear and bending moment, but it has no torsion. All the load is coming down directly on top of the steel beam and transferring directly down through the concrete block walls on either side of the door.

If the steel beam has a ¼” steel plate welded onto the bottom that sticks out 6” to carry a wythe of brick off to the side, as well as the concrete block directly overhead, then that beam will see torsion. The force from the brick will try to twist that steel beam. That force is torsion and it must be considered whenever a load is applied off to one side of the center of the member.

6. What are the 3 Basic Types of Connections?

One of the big advantages of understanding the basics of loads, connections and structural elements is the ability to determine stable and unstable structures. A stable structure has the proper combination of structural members, shape and connections. A stable structure resists loads and stays in place with minimal deflection. An unstable structure fails, not from structural members failing due to over-stress, but from the unsoundness of the geometry and the connection types. The figure below illustrates.

 

 

Many times temporary structures are built on a job site that are unstable and dangerous. Too often the person building the temporary structure simply doesn’t understand the importance of including diagonal bracing or fixed supports to make the structure stable.
Make it a habit to look at structural systems and determine where their stability comes from. The advanced level of understanding that will arise from paying attention to building structures will help you to see problems before they cause failures. Whether building a cabinet or a large building, the basics of structural design apply.

7. What Should I Know about Expansion & Contraction?

In the world of construction the proper consideration of the factors of expansion and contraction is often missed. A survey of existing buildings tends to show wall cracks near columns and cracks in the floor. The Design Professional must detail the project to consider expansion and contraction of materials. The best Design Professional always do, but many neglect this important area. Since the Construction Supervisor will have to explain the cracks or bulges at the completion of the project, he should review the drawings at the onset and feel satisfied that the construction details will allow the building to move appropriately. One doesn’t need an engineering degree to review these details, common sense is by far the best guide. Incidentally, if no review is performed and building does crack or bulge, my experience shows it is very hard to convince a group of people looking at the problem that it is not inferior workmanship and the Contractor’s responsibility. It is always difficult to explain the workings of expansion and contraction.

There are several forces at work in concrete causing expansion and contraction. Shrinkage occurs in concrete due to excess water in the mix. Shrinkage occurs in concrete at a decreasing rate for many years. After 90 days the average concrete shrinkage is 60% and after 1 year approximately 80% per the American Concrete Institute references. Interestingly, if the dry concrete were flooded with water, it would expand to near the original volume.
Temperature contraction  tends to shorten the concrete during cold weather. It is an interesting side note that reinforced concrete only works because steel and concrete react to temperature changes in an almost identical manner. If they react differently, temperature variations would tear reinforced concrete apart. Temperature Expansion allows concrete to grow in high temperatures. These expansion and contraction forces must be considered in the concrete work.
By way of example, let’s examine a concrete slab on grade. If the concrete floor were to stay at a constant temperature its entire life, the concrete would occupy the largest volume right at the time of hydration (hardening). From that time, the concrete will continue to shrink due to to water evaporation. Therefore, in normal building, where temperature swing is minimized, concrete contraction will always be the main concern. However, if this concrete slab were part of a large driveway outside the high summer temperatures could expand the concrete to greater than its initial size and necessitate expansion joints.
Another method for dealing with contraction problems in concrete is to utilize shrinkage-compensating concrete. This special design mix both shrinks (like normal concrete) and expands to provide a concrete that has greatly reduced shrinkage. The extra cost for this concrete will typically be the Owner’s decision.
Expansion and contraction should be considered in all materials for a building project. But special attention should be paid to the concrete work. Because of its low tension strength, concrete will crack much sooner than steel or aluminum. An awareness of expansion and contraction goes a long way in avoiding potential problems.

8. What Should I Know about Creep & Fatigue?

Simply defined, Creep is permanent deformation (Deflection) of a structural member under the normal working load. For example, a concrete beam will deflect immediately under its working load, so a concrete floor slab will deflect under its own weight and the weight of the furniture and people setting on it. Over the next 2-5 years, though, the concrete beam will continue to creep under the same load. This addition deflection due to creep can be three times the magnitude of the initial deflection.

If the load on the member is increased over time, the immediate structural deflection and associated creep will continue to increase. It is important for the Construction Supervisor to realize that creep is a significant happening in concrete members.
The other important concept is that of fatigue, defined as fluctuating loading which leads a structural member to fracture. Consider a concrete beam in a bridge, when a truck drives across the bridge the beam is stressed and then the load is removed. Fatigue is often considered as the material strength after 2,00,000 cycles of loading. When working on an older concrete building, it is helpful to keep the concepts of creep and fatigue in mind.

 


 






 

Garden City Concept

SIR EBENEZER HOWARD (1850-1928)
A well-known sociologist, who after studying the industrialist evils in Britain gave the concept of
‘Garden City’; it soon became the landmark in the history of town planning. He had an idea which
he set forth in little book entitled ‘To-morrow’, published in 1898 which later republished under the
title of ‘Garden City of To-morrow. He explained his idea of ‘Garden City’ by an impressive diagram
of The Three Magnets namely the town magnet, country magnet with their advantages and
disadvantages and the third magnet with attractive features of both town and country life. Naturally
people preferred the third one namely Garden City. It made a deep impression in the field of town
planning.
GARDEN CITY
  • A town designed for healthy living and industry. Town of a size that makes possible a full measure of social life, but not larger.
  •  Land will remain in a single ownership of the community or held in trust for the community. Not a colony, but a complete working city of population about 30,000. A large central park containing public buildings. Central park surrounded by a shopping street. Central park and shopping street are surrounded by dwellings in all directions – at density of 12 families /acre. The outer circle of factories and industries. The whole is surrounded by a permanent green belt of 5000 acres. The town area is of about 1000 acres.
  • In 1899, the garden city association was formed.
  • In 1903 – Letch worth started, 35 miles from London, town area: about 500 acres, designed for 35,000 persons, 3,000 acres of green belt. By 1947 it had about 16,000 populations and about 100 factories.
  • In 1920 – Welwyn started 2400 acres, 40000 persons design capacity. By 1947, it had about 18,000 population and 70 factories. 
  • By keeping the land in single ownership, the possibility of speculation and overcrowding would be eliminated and the increment of value created by the community in the industrial and commercial (shops) sets would be preserved for it-self. It was a thorough going experiment based on middle-class consumers cooperation
  •  Howard’s general principles, including the communal ownership of the land and the permanent green belt have been carried through on both cases, and the garden cities have been a testing ground for technical and planning improvements which have later influenced all English, American, Canadian and Australian planning, particularly in housing.

Gate 2015

Important Dates


GATE Online Application Processing System (GOAPS) Website Opens:
Enrolment, Application Filling, Application Submission
1st September 2014
(00:00 Hrs)
Last Date for Submission of Online Application through Website

14th October 2014
(23:59Hrs)
Last Date for Request for Change in the Choice of Examination City via GOAPS login
21st November 2014
Availability of Admit Card on the Online Application Interface for printing
17th December 2014
GATE 2015 Online Examination
Forenoon: 9.00 AM to 12.00 Noon
Afternoon: 2.00 PM to 5.00 PM
31st January, 1st, 7th, 8th and 14th February, 2015
Announcement of Results on the Online Application Website
12th March 2015
(17:00 Hrs)


NOTES 

There will be a total of 65 questions carrying 100 marks, out of which 10 questions carrying a total of 15 marks are in General Aptitude (GA).
The General Aptitude section will carry 15% of the total marks and the remaining 85% of the total marks is devoted to the subject of the paper.
GATE 2015 would contain questions of two different types in various papers:
(i) Multiple Choice Questions (MCQ) carrying 1 or 2 marks each in all papers and sections. These questions are objective in nature, and each will have a choice of four answers, out of which the candidate has to mark the correct answer(s).
(ii) Numerical Answer Questions of 1 or 2 marks each in all papers and sections.For these questions the answer is a real number, to be entered by the candidate using the virtual keypad. No choices will be shown for this type of questions

Syllabus 2015
City planning: Evolution of cities; principles of city planning; types of cities & new towns; planning regulations and building byelaws; eco-city concept; sustainable development.
Housing:Concept of housing; neighbourhood concept; site planning principles; housing typology; housing standards; housing infrastructure; housing policies, finance and management; housing programs in India; self help housing.
Landscape Design: Principles of landscape design and site planning; history of landscape styles; landscape elements and materials; plant characteristics & planting design; environmental considerations in landscape planning.
Computer Aided Design:Application of computers in architecture and planning; understanding elements of hardware and software; computer graphics; programming languages – C and Visual Basic and usage of packages such as AutoCAD, 3D-Studio, 3D Max.
Environmental Studies in Building Science: Components of Ecosystem; ecological principles concerning environment; climate responsive design; energy efficient building design; thermal comfort; solar architecture; principles of lighting and styles for illumination; basic principles of architectural acoustics; environment pollution, their control & abatement.
Visual and Urban Design: Principles of visual composition; proportion, scale, rhythm, symmetry, harmony, datum, balance, form, colour, texture; sense of place and space, division of space; barrier free design; focal point, vista, image ability, visual survey, figure-background relationship.
History of Architecture:Indian – Indus valley, Vedic, Buddhist, Indo-Aryan, Dravidian and Mughal periods; European – Egyptian, Greek, Roman, medieval and renaissance periods- construction and architectural styles; vernacular and traditional architecture.
Development of Contemporary Architecture: Architectural developments and impacts on society since industrial revolution; influence of modern art on architecture; works of national and international architects; art novuea, eclecticism, international styles, post modernism, deconstruction in architecture.
Building Services:Water supply, sewerage and drainage systems; sanitary fittings and fixtures; plumbing systems, principles of internal & external drainage systems, principles of electrification of buildings, intelligent buildings; elevators & escalators, their standards and uses; air-conditioning systems; fire fighting systems, building safety and security systems.
Building Construction and Management: Building construction techniques, methods and details; building systems and prefabrication of building elements; principles of modular coordination; estimation, specification, valuation, professional practice; project management techniques e.g., PERT, CPM etc;
Materials and Structural Systems: Behavioural characteristics of all types of building materials e.g. mud, timber, bamboo, brick, concrete, steel, glass, FRP, different polymers, composites; principles of strength of materials; design of structural elements in wood, steel and RCC; elastic and limit state design; complex structural systems; principles of pre-stressing; tall buildings; principles of disaster resistant structures.
Planning Theory: Regional planning; settlement system planning; history of human settlements; growth of cities & metropolises; principles of Ekistics; rural-urban migration; urban conservation; urban renewal; Five-year plan; structural and sectoral plan.
Techniques of Planning: Planning survey techniques; preparation of urban and regional structure plans, development plans, action plans; site planning principles and design; statistical methods of data analysis; application of G.I.S and remote sensing techniques in urban and regional planning; decision making models.
Traffic and Transportation Planning: Principles of traffic engineering and transportation planning; traffic survey methods; design of roads, intersections, grade separators and parking areas; hierarchy of roads and levels of services; traffic and transport management in urban areas, intelligent transportation system; mass transportation planning; para-transits and other modes of transportation, pedestrian & slow moving traffic planning.
Infrastructure, Services and Amenities: Principles of water supply and sanitation systems; water treatment; solid waste disposal systems; waste treatment, recycle & reuse; urban rainwater harvesting; power supply and communication systems — network, design & guidelines; demography related standards at various levels of the settlements for health, education, recreation, religious & public-semi public facilities.
Development Administration and Management: Planning laws; development control and zoning regulations; laws relating to land acquisition; development enforcements, urban land ceiling; land management techniques; planning and municipal administration; disaster mitigation management; 73rd& 74th Constitutional amendments; valuation & taxation; revenue resources and fiscal management; public participation and role of NGO & CBO; Institutional networking & capacity building.

Organizing Institute for GATE 2014 is IIT Kanpur. For more details about GATE 2015 please visit  http://gate.iitk.ac.in/

Gate 2014 Answers

GATE question paper with answer [GATE 2014 architecture stream]
Duration: 180 minutes online exam                  Maximum Marks: 100
INSTRUCTIONS:
All questions  that are not attempted will result in zero marks. However, wrong answers  for multiple choice type questions (MCQ)  will result in  NEGATIVE  marks. For all MCQ questions a wrong answer will result in deduction of⅓ marks for a 1-mark question and ⅔ marks for a 2-mark question.There is NO NEGATIVE MARKING for questions of NUMERICAL ANSWER TYPE.

SET- 1
Q. 1 – Q. 5 carry one mark each.
Q.1    A student is required to demonstrate a high level of comprehension of the subject, especially in the social sciences.
 The word closest in meaning to comprehension is
(A)  understanding  (B) meaning  (C)  concentration  (D)  stability
Answer (A)

Q.2    Choose the most appropriate word from the options given below to complete the following
sentence.
 One of his biggest ______ was his ability to forgive.
(A)  vice  (B) virtues  (C)  choices  (D)  strength
Answer to question no.2  is (B)


 Q.3    Rajan was not happy that Sajan  decided to do the project on his own. On observing his
unhappiness, Sajan explained to Rajan that he preferred to work independently.
 Which one of the statements below is logically valid and can be inferred from the above sentences?
(A) Rajan has decided to work only in a group.
(B) Rajan and Sajan were formed into a group against their wishes.
(C) Sajan had decided to give in to Rajan’s request to work with him.
(D) Rajan had believed that Sajan and he would be working together.
Answer (D)

 Q.4    If y = 5x2+ 3, then the tangent at x = 0, y = 3
(A) passes through x = 0, y = 0
(B) has a slope of +1
(C) is parallel to the x-axis
 (D) has a slope of −1
Answer (C)
y = 5x2+ 3
y’= 10x  (slope)
So, at x=0, y’=0
Let equation of tangent be y=mx+c   (m = slope y’ & c = y intercept)
at x = 0, y = 3, c=3
So, the equation of tangent y=(0)x + 3
y = 3 which is parallel to x-axis.


Q.5    A foundry has a fixed daily cost of Rs 50,000 whenever it operates and a variable cost of Rs 800Q, where Q is the daily production in tonnes. What is the cost of production in Rs per tonne for a daily production of 100 tonnes?
Answer (1300)
Total cost = 50000 + 800 x 100 = 130000 for 100 tonnes
So, the cost of production in Rs per tone is (130000/100) = 1300

Q. 6 – Q. 10 carry two marks each.
Q.6    Find the odd one in the following group: ALRVX, EPVZB, ITZDF, OYEIK
(A) ALRVX  (B) EPVZB  (C)  ITZDF  (D)  OYEIK
Answer (D)

A L R V X
B M S W Z
C N T X A
D O U Y B
E P V Z C
F Q W A D
G R X B E
H S Y C F
I T Z D G
J U A E H
K V B F I
L W C G J
M X D H K


Q.7    Anuj, Bhola, Chandan, Dilip, Eswar and Faisal live on different floors in a six-storeyed building (the ground floor is numbered 1, the floor above it 2, and so on). Anuj lives on an even-numbered floor. Bhola does not live on an odd numbered floor. Chandan does not live on any of the floors below Faisal’s floor. Dilip does not live on floor number 2.  Eswar does not live on a floor immediately above or immediately below Bhola. Faisal lives three floors above Dilip. Which of the following floor-person combinations is correct?
 
Answer (B)

Q.8    The smallest angle of a triangle is equal to two thirds of the smallest angle of a quadrilateral. The ratio between the angles of the quadrilateral is 3:4:5:6. The largest angle of the triangle is twice its smallest angle. What is the sum, in degrees,  of  the  second largest angle of the triangle and the largest angle of the quadrilateral?
Answer (180)
 Sum of angles of the quadrilateral = 3x + 4x + 5x + 6x = 360
So, x = 20
So,  The smallest angle of a triangle is = 2/3(3x) = 2/3(60) = 40
Also, The largest angle of the triangle is twice its smallest angle.
So, angles of the triangle are 40, 80, 60 (in degrees)
And, angles of the quadrilateral are 60, 80, 100, 120 (in degrees)
So, the sum, in degrees,  of  the  second largest angle of the triangle and the largest angle of the quadrilateral = 120+60 = 180

Q.9    One percent of the people of country X are taller than 6 ft. Two percent of the people of country Y are  taller than 6 ft. There are thrice as many people  in country X as in country Y. Taking both countries together, what is the percentage of people taller than 6 ft?
(A) 3.0  (B) 2.5  (C) 1.5   (D) 1.25      
Answer (D)
Let population in county X is 300 & 100 in Y.
So, 3 people out of 300 in country X is taller than 6ft & 2 out of 100  people in country Y.
So, overall 5 people in 400 are taller than 6ft.
So, % = (5/400)x100 = 1.25


Q.10    The monthly rainfall chart based on 50 years of rainfall in Agra is shown in the following figure. Which of the following are true? (k percentile is the value such that k percent of the data fall below that value)
 
(i) On average, it rains more in July than in December
(ii) Every year, the amount of rainfall in August is more than that in January
(iii) July rainfall can be estimated with better confidence than February rainfall
(iv) In August, there is at least 500 mm of rainfall
(A) (i) and (ii) 
(B) (i) and (iii)
(C) (ii) and (iii) 
(D) (iii) and (iv)
Answer (B)

 SET- 2
Q. 1 – Q. 25 carry one mark each.
Q.1    Toothing is a construction technique used in
(A) Wood construction 
(B) Steel construction
(C)  Reinforced cement concrete construction 
(D) Brick masonry

Toothing a very important technique when it comes to further extending the existing wall.
Answer(D)

Q.2    ‘Skeleton and Skin’ concept in building design and construction evolved during the
(A)  Roman period  (B)  Renaissance period
(C)  Gothic period  (D)  Greek period
Answer (C)

Q.3    As per the IRC standards, the minimum width (in m) of a two lane urban carriageway without a raised kerb is 
(A)  6.0  (B)  6.5  (C)  7.0  (D)  8.0
Answer(C)
The India Roads Congress (IRC) is the oldest and most important representative technical body of highway engineers in India.


Q.4    Pritzker Architecture Prize 2013 has been awarded to
(A) Mario Botta  (B) Toyo Ito  (C)  Rem Koolhaas  (D)  Arata Isozaki

Answer(B)
Toyo Ito has been announced as the Pritzker laureate for 2013. Ito is the thirty-seventh recipient of the Pritzker Prize and its sixth Japanese recipient.

Q.5    Hip roof is formed by surfaces sloping in 
(A) One direction  (B) Two directions  (C)  Three directions  (D)  Four directions
Answer (D)

Q.6    Hiroshima Peace Memorial Museum in Japan has been designed by
(A) Kenzo Tange  (B) Kisho Kurokawa  (C)  Tadao Ando  (D)  I M Pei
Answer (A)
A bit more bout the building: At 8:15 a.m., August 6, 1945, the worlds first atomic bomb was dropped on the city of Hiroshima. The fierce blast wind and heat rays completely or partially destroyed or burnt down 90% of the city's 76,000 buildings. The Hiroshima Peace Memorial Museum lies within the Peace Memorial Park close to the hypocenter of the bomb. The East Building shows a history of Hiroshima before and after the bombing, and the West Building exhibits articles left by the victims, a-bomb-exposed materials, and photographs. The primary objective and mission of the Hiroshima Peace Memorial Museum are the same as those of the museum in the city of Hiroshima: the abolition of nuclear weapons and the realization of genuine and lasting world peace.
Q.7    In AutoCAD, the maximum number of points which can be snapped in a circle using OSNAP
command is
(A)  1  (B)  3  (C)  4  (D)  5
Answer (D)
1 centre + 4 quadrants
    

Q.8    Development authorities in India are established under the provision of 
(A) Municipal Act 
(B) 74th Constitutional Amendment Act
(C)Town and Country Planning Act
(D) Land Acquisition Act
Answer (C)
Municipal Act:  73rd Constitutional Amendment Act
 74th Constitutional Amendment Act:  Panchayat Act
Town and Country Planning Act:  Development authorities established Land Acquisition Act. The land acquisition act of 1894 was created with the purpose of facilitating acquisition by the government of privately held land for public purposes.
The new law— Right to Fair Compensation and Transparency in Land Acquisition, Rehabilitation and Resettlement Actwas enacted as the archaic Act of 1894 suffered from various shortcomings including silence on the issue of resettlement and rehabilitation of those displaced by land acquisition.

Under the new legislation, compensation for the owners of the acquired land will be four times the market value in rural areas and twice in urban areas. It also stipulates that the land cannot be vacated until the entire compensation is awarded to the affected parties.

The law has the provision that the companies can lease the land instead of purchasing it. Besides, the private companies will have to provide for rehabilitation and resettlement if land acquired through private negotiations is more than 50 acres and 100 acres in urban and rural areas, respectively.


Q.9    In escalators, the angle of inclination with the horizontal plane should be in the range of
(A)  10°-20°  (B)  20°-30°  (C)  30°-35°  (D)  35°-45°
Answer (C)

Q.10    As per the Census of India 2011, ‘ Metropolitan Urban Agglomeration’ is a contiguous spread of several urban settlements where the minimum population size (in Lakh) is 
(A)  One  (B)  Five   (C)  Ten   (D)  Fifty
Answer(C)

Q.11    BEES is an acronym for 
(A) Building for Environmental and Economic Sustainability
(B) Built Environment and Ecological Society
(C) Building for Energy and Environment Sustainability
(D) Built Environment and Engineering Services
  Answer (A)
BEES is the acronym for Building for Environmental and Economic Sustainability, a software tool developed by the National Institute of Standards and Technology (NIST). BEES combines a partial life
cycle assessment and life cycle cost for building and construction materials into one tool. Results are presented in terms of life cycle assessment impacts, costs, or a combination of both as it can be seen in the figure below. BEES strives to assist the architect, engineer, or purchaser choose a product that balances environmental and economic performance, thus finding cost-effective solutions for protecting the environment.

Q.12    In a single-stack system of plumbing 
(A) All the appliances and traps are fully ventilated
(B) Only WC branches are connected with anti-siphonage pipes
(C) Anti-siphonage  pipes are omitted
(D) Only the stack is vented above the branch connection at each floor level
Answer (C)

Q.13    The maximum bending moment  (kNm)  in  a  simply supported beam of 8 m  span  subjected to a uniformly distributed load of 20 kN/m (inclusive of its self-weight) over the entire span is
(A) 40  (B) 160  (C) 240   (D) 380
Answer (B)


Q.14    Criteria for background noise (in NC) in hospitals and apartments is
(A) 10 - 20  (B) 20 - 30   (C) 30 - 40   (D) 40 – 50
Answer (B)
Noise Criteria for Rooms
Noise criteria (NC) curves can be used to evaluate existing situations by measuring sound levels at the loudest locations in rooms (preferably at user ear height).
They can also be used to specify the steady, or continuous background noise levels needed to help achieve satisfactory sound isolation, provided levels are 4 to 5 dB below the NC curve at both the low and high frequencies.
Each NC curve is defined by its sound pressure level over eight octave-band center frequencies shown on the following chart.
The table below presents recommended NC ranges for various indoor facilities.

Concert halls, opera houses, broadcast, recording studios, large auditoriums, large churches and recital halls
Small auditoriums, theaters, music practice rooms, large meeting rooms, teleconference rooms, executive offices, small churches and courtrooms
Bedrooms, sleeping quarters, hospitals, apartments, hotels and motels
NC-20 to NC-30
Private offices, small conference rooms, classrooms and libraries  NC-30 to NC-35
Large offices, reception areas, retail shops cafeterias, restaurants and gymnasiums NC-35 to NC-40
Lobbies, drafting and engineering rooms secretarial areas and maintenance shops NC-40 to NC-45
Kitchens, laundry facilities and computer equipment rooms NC-45 to NC-55


Q.15    As per the National Building Code, the minimum width (in m) of a staircase flight in an educational building above 24 m height should be
(A) 1.0  (B) 1.5  (C) 2.0  (D) 2.5
Answer (C)

Q.16    Among the following, the one that is NOT a land assembly technique is
(A)  Land Use Zoning   (B)  Accommodation Reservation
(C)  Town Planning Scheme  (D)  Transfer of Development Right 
Answer (A)
TDR is a regulatory strategy that harnesses private market forces to accomplish two smart growth objectives. First, open space is permanently protected for water supply, agricultural, habitat, recreational, or other purposes via the transfer of some or all of the development that would otherwise have occurred in these sensitive places to more suitable locations. Second, other locations, such as city and town centers or vacant and underutilized properties, become more vibrant and successful as the development potential from the protected resource areas is transferred to them. In essence, development rights are "transferred" from one district (the "sending district") to another (the "receiving district"). Communities using TDR are generally shifting development densities within the community to achieve both open space and economic goals without changing their overall development potential. While less common, TDR can also be used for preservation of historic resources.



Q.17    The Grand Gallery in Egyptian Architecture is provided only at
(A) Great Pyramid  (B) Temple   (C) Mastaba  (D) Bent Pyramid
Answer (A)


Q.18    In the Taipei 101 building, the steel sphere as TMD (Tuned Mass Damper) is suspended to reduce horizontal sway due to
(A) Settlement & Wind Load  (B) Wind & Geothermal Load
 (C) Seismic & Geothermal Load        (D) Seismic & Wind Load
Answer (D)


The Taipei 101, once the world's tallest building, sits a paltry 600 feet from a fault line.To counteract the forces working against it, architects installed a $4 million, 730-ton tune massed damper, which is a big ball 18 feet in diameter, made of 41 steel plates, and suspended by strong cables 3 1/2-inches think. It's said to cut down on the swaying of the building by almost 40%.


Q.19    ‘Finger Plan’ concept of urban planning was initially adopted in
(A)  Canberra  (B) Paris
(C)  Copenhagen  (D) Tokyo
Answer (C)
Copenhagen is famous for its urban planning concept which has pro-moted sustainable lifestyles and sustainable modes of mobility. The Finger Plan for Greater Copenhagen was introduced in 1947 when a group of town planners realized that Greater Copenhagen was beginning to spread uncontrollably.
Greater Copenhagen is a vast area consisting of 34 municipalities. The spreading of the area created difficulties for the public transport system, which was in danger of reaching its capacity. It was necessary to control the urban growth and develop a citywide network of railways and arterial roads. The idea of the plan was to concentrate the urban development of Greater Copenhagen in the urban “fingers” created around the railway network.
At the same time, the green wedges between the fingers would remain undeveloped. Greater Copenhagen resembles a hand where the city of Copenhagen covers the palm and five larger cities and their railway routes represent the fingers.

Here are some suggestions for how it could have worked:
  1. build the railways with earth embankments as environmental noise barriers – probably with space for an express roadway in the same corridor
  2. use the fingers as green infrastructure corridors for the urbanisation – growing the fingers as the urbanisation spreads
  3. also use the fingers as utility corridors for: cycleways, habitat space, recreation space, a city forest, urban water runoff management, urban agriculture etc
  4. extend ‘ribs’ of cycleway from rail stations into the urban areas between the green fingers
  5. consider building above the railways and roads at some future date, to accommodate shops, offices and other commercial uses


Q.20    The most important property of concrete in its fresh state is
(A)  Compressive  strength  (B) Tensile strength 
(C)  Elastic modulus  (D) Workability 
Answer (D)
Workability is one of the physical parameters of concrete which affects the strength and durability as well as the cost of labor and appearance of the finished product. Concrete is said to be workable when it is easily placed and compacted homogeneously i.e without bleeding or Segregation. Unworkable concrete needs more work or effort to be compacted in place, also honeycombs &/or pockets may also be visible in finished concrete.
Definition of Workability
The property of fresh concrete which is indicated by the amount of useful internal work required to fully compact the concrete without bleeding or segregation in the finished product.
Factors affecting workability:
  1. Water content in the concrete mix
  2. Amount of cement & its Properties
  3. Aggregate Grading (Size Distribution)
  4. Nature of Aggregate Particles (Shape, Surface Texture, Porosity etc.)
  5. Temperature of the concrete mix
  6. Humidity of the environment
  7. Mode of compaction
  8. Method of placement of concrete
  9. Method of transmission of concrete



Q.21    An element constructed at intervals along the length of a wall to stabilize it against overturning is
(A) Barrel Vault  (B) Pilaster   (C)  Squinch Arch  (D) Buttress

Answer (D)
A buttress is an architectural structure built against or projecting from a wall which serves to support or reinforce the wall.


Q.22    Landscape design of Shakti Sthal, the ‘Samadhi’ of  late Prime Minister Smt. Indira Gandhi, was done by architect 
(A) Ram Sharma  (B) Mohammad Shaheer
(C)  Ravindra Bhan  (D) Raj Rewal
   Answer (C)


Q.23    Horizontally Wedge-shaped  Treads in stairways are termed as
(A) Stringers  (B) Winders  (C)  Scotia  (D) Newel
 Answer (B)
Winder- a staircase step for changing direction.


Q.24    The sequence of development in a Site-and-Services scheme is
(A) Land – Service – House – Occupant  (B) Occupant – Land – House – Service
(C)  Occupant – Land – Service – House  (D) Land – Occupant – House – Service 
Answer (A)

Q.25    Which of the following is NOT a classical spatial theory of land use planning?
(A) Concentric Zone theory  (B) Multiple Nuclei Theory
(C)  Centripetal Theory  (D) Sector Theory
Answer (C)


Q. 26 – Q. 55 carry two marks each.
 Q.26    A housing project is proposed to be designed in a plot of 2 hectare. Maximum permissible FAR is 2. The share of the numbers of dwelling units (DU) for MIG, LIG and EWS is 1:2:3 having sizes of 55, 35 and 25 sq.m respectively. The maximum number of DU which can be accommodated in the plot is  _______________
Answer (1200)
Plot area= 2hectare x 100 x 100 = 2 x 100 x 100 sq.m
Buildable area with 2 FAR = 2 x (2 x 100 x 100) sq.m
Total no of dwelling units = 1x + 2x + 3x = 6x
Area assigned for all MIG = (1x) X (55)sq. m
Area assigned for all LIG = (2x) X (35)sq. m
Area assigned for all EWS = (3x) X (25)sq. m
So,  [(1x) X (55)] + [(2x) X (35)] +[(2x) X (35)] = 2 x (2 x 100 x 100) sq.m
So, 200x = 40000
So, x =200
The maximum number of = 1x + 2x + 3x = 6x =1200


Q.27    Arrange the following in ascending order of width

P. Collector Street
Q. Arterial Road
R. Local Street
S. Sub-Arterial Road
(A) P, Q, S, R  (B)  R, P, S, Q  (C)   Q, S, R, P  (D)  Q, S, P, R
 Answer (B)



Q.28    Out of the following, the maximum points in the LEED (New construction) rating system can be earned through 
(A) Sustainable Sites  (B) Water Efficiency
(C) Materials and Resources  (D) Energy and Atmosphere
  Answer (D)
The rating system consists of the following 6 major categories, and maximum points:
   · Sustainable Sites:                               14
   · Water Efficiency:                               05
   · Energy and Atmosphere:                    17
   · Materials and Resources:                     13
   · Indoor Environmental Quality:             15
   · LEED Innovation Credits:                   05



Q.29    Which of the following is NOT a mechanism of bond resistance in reinforced concrete?
(A)  Chemical adhesion  (B) Friction
(C)  Mechanical interlock  (D) Aggregate interlock 
Answer (D)



Q.30    A neighborhood has 250 units of 80 sq.m each and 200 units of 100 sq.m each.  If the mandatory parking requirement is one per 100 sq.m of built space  then,  the total area(sq.m)  required for parking considering 30 percent additional area for circulation is  ________________
Answer (7150)
Note: As per the National Building Code (NBC) one car parking area must not be less than 13.75 Sq. Mtr and one two wheeler parking area must not be less than 1.25 Sq. Mtr.
Total built space = 250x80 + 200x100 = 40000 sq.m
Required no. of car parking = 40000/100 = 400 cars
Area required for 400 cars = 400 x 13.75 =5500 sq.m
For 30% extra space for circulation = 30% of 5500 = 1650 sq.m
Total area = 7150 sq.m



Q.31    A brick wall 19 cm thick has a thermal conductivity 0.811 W/m °C. The outside and inside surface conductance of the wall are 16 W/m2 °C and 8 W/m2 °C respectively, then the U-value of the wall in W/m2 °C is   ____________
Answer (2.30)
Note: thickness divided by thermal conductivity = thermal resistance
1/ thermal resistance = conductance


 Q.32    Match the contemporary buildings in Group I with their architects in Group II

  Group I    Group II
P.  Vitra Design Museum, Basel  1.  Adrian Smith
Q.  Turning Torso, Malmö   2.  Jean Nouvel
R.  Burj Khalifa, Dubai  3.  Herzog de Meuron
S.  Tate Modern, London  4.  Santiago Calatrava
    5.  Frank O Gehry

(A) P-3, Q-4, R-2, S-5  (B) P-5, Q-4, R-1, S-3
(C)  P-5, Q-3, R-1, S-2  (D) P-5, Q-3, R-2, S-1
Answer (B)

Vitra Design Museum
The design museum houses temporary exhibitions on themes of furniture design, and Gehry's building makes a suitable host for them - in keeping with the theme, but - once inside - supporting, not competing with, the exhibitions.
The geometry of the building does not feel contrived, or particularly noticeable, as people go around the exhibitions. From the outside it does feel both those things, but it is at home among the other architectural showpieces that make up the Vitra site.


 Q.33    From  the following cost components of a building construction project which is not a direct cost combination?

P. Labour cost
Q. Equipment cost
R. Material cost
S. Establishment cost
T. Supervision cost
(A) P and Q  (B) Q and R  (C) P and R  (D) S and T
Answer (D)

Q.34    A house located in Delhi has 111 m2 of flat terrace area (runoff coefficient = 0.85) and 55 m2 of ground area covered with grass (runoff coefficient = 0.15). If annual average rainfall is 611.8 mm, then rain water harvesting potential (L/year) from runoff will be  ______________
Answer (62700)

Q.35    Match the elements in Group I with the structures in Group II
  Group I    Group II
P.   Harmika  1.   Dilwara Temple, Mount Abu
Q.   Sixteen Vidyadevis   2.   Sun Temple, Modhera
R.   Lat pillar  3.   Stupa of Sanchi 
S.   Urushringa  4.   Lauriya, Nandangarh
    5.   Great Kailash Temple, Ellora

(A) P-5, Q-1, R-4, S-3  (B) P-1, Q-2, R-4, S-3
(C)  P-3, Q-5, R-4, S-2  (D) P-3, Q-1, R-4, S-2
Answer (D)

 Q.36    At a site, based on percolation test, the allowable rate of treated sewage application was determined as 65 L/m2/day. The effective depth (m) of a soak pit with a diameter of 2.5 m for the disposal of 1020 L/day of septic tank effluent is   ______________ 
Answer (1.98)

Q.37    Match the AutoCAD command in Group I with their functions in Group II

  Group I    Group II
P.   OOPS  1.   Creates solid lines
Q.   RAY  2.   Restores an erased drawing
R.   TRACE  3.   Manages customized user interface elements
S.   CUI  4.   Creates  semi-infinite line
    5.   Creates a five sided 3D solid with a sloped face
tapering along the X axis

(A) P-1, Q-3, R-2, S-5  (B) P-2, Q-4, R-1, S-3
(C)  P-2, Q-1, R-3, S-4  (D) P-1, Q-2, R-3, S-4
Answer (B)

Q.38    Match the bridges in Group I with their structure type in Group II

  Group I                                                               Group II                                             
P.  Harbour Bridge, Sydney                        1.  Simply Supported 
Q.  Golden Gate Bridge, San Francisco        2.  Cable Stayed 
R.  Howrah Bridge, Kolkata                       3.  Arch 
S.  Millau Viaduct, Millau                           4.  Suspension 
                                                                5.  Cantilever 

(A) P-3, Q-4, R-5, S-2  (B) P-5, Q-1, R-4, S-3
(C) P-2, Q-3, R-4, S-5  (D) P-1, Q-2, R-3, S-4
Answer (A)

Q.39    The arithmetic average value of the sound absorption coefficient for a specific material and particular mounting condition for four frequencies is
(A) Transmission coefficient  (B) Noise reduction coefficient
(C) Absorption coefficient  (D) Reflection coefficient
Answer (B)

Q.40    A single span simply supported reinforced concrete beam (250 mm wide and 480 mm effective depth) is subjected to a concentrated load of 120 kN at its mid-span. Neglecting self-weight of the beam, the nominal shear stress (MPa) at the support section is  ______________
Answer (0.5)
 Reaction at the end = 120/2 = 60kN
Shear stress = force/area = 60kN/0.25mx0.48m = 0.5 MPa
(1 MPa = 106Pa =106N/M2)


Q.41    The optimistic time, the pessimistic time and the most likely time of a job are 6, 13 and 8 days respectively. The variance for this job is   _______________
Answer (1.36)
Expected time  =  ( Optimistic  +  4 x Most likely  +  Pessimistic ) / 6
he variance is given by:[ ( Pessimistic  -  Optimistic ) / 6 ]2 =[( 13-6)/6]2 = 1.36



Q.42    A refuse  collection  system  consisting of two  chutes  is to be provided in a 20 storied residential building with 2 flats/floor (average family size = 5) and with each chute serving one flat on each floor. Average quantity of refuse and its density are 880 g/person/day and 240 kg/m3 respectively. If the cleaning interval is two days, then the minimum size of the refuse container (litre) at the bottom of each chute is _______________
Answer (733)
Total no. of person in the building = 2x5x20 = 200
No. person serving person chute = 200/2 = 100
Average quantity of refuse collected in 2 days in one chute = 2x0.88kgx100 = 176kg
So, volume of the chute = mass/density = 176/240 = 0.733m3 = 733L


Q.43    Match the features in Group I with their architectural periods in Group II

  Group I    Group II
P.   Caryatids  1.   Roman
Q.   Hypocaust  2.   Gothic
R.   Pylons    3.   Greek
S.   Lofty Pinnacles  4.   Egyptian
    5.   Romanesque

(A) P-1, Q-5, R-4, S-2  (B) P-5, Q-1, R-3, S-2
(C) P-3, Q-2, R-5, S-4  (D) P-3, Q-1, R-4, S-2
Answer (D)
Caryatids are female figures serving as supports. The most likely derivation of their name is from the young women of Sparta who danced every year in honour of Artemis Karyatis ('Artemis of the Walnut Tree'). This is one of six caryatids that held up the roof of the temple on the Acropolis known as the Erechtheion. A caryatid is a sculpted female figure serving as an architectural support taking the place of a column or a pillar supporting an entablature on her head. The Greek term karyatides literally means "maidens of Karyai", an ancient town of Peloponnese.
The hypocaust is one of the most ancient forms of an HVAC system.  Like many great innovations, it originated with the Romans over 2000 years ago.  A hypocaust is both a primary system and a secondary system, as it creates heat and distributes it as


Q.44    Match the following terminologies in Group I with their descriptions in Group II

  Group I    Group II
P.   Pruning   1.   Useful in reproducing plants that would not breed true if
propagated by seed
Q.   Topiary  2.   A live bud from a desired plant inserted into a host plant
R.   Grafting   3.   Cutting of evergreen shrubs into abstract or geometric shapes
S.   Budding   4.  Trimming and cutting of lawns
    5.  Selective cutting of plant branches for better growth


(A) P-5, Q-3, R-4, S-2  (B) P-2, Q-3, R-1, S-5
(C) P-3, Q-4, R-1, S-2  (D) P-5, Q-3, R-1, S-2
  Answer (D)

Q.45    In a dance hall the indoor and outdoor  temperatures are 28°C and 18°C respectively. There is an internal heat gain of 5 kW and the specific heat of air (on volume basis) is 1300 J/m3 °C, then the necessary cross sectional area (m2) of a duct with an air velocity of 2 m/s required for cooling by ventilation is  ____________
Answer (0.19)
5kW= 5kJoule of heat energy is generated in 1 sec.
Let, cross section area = A
So, V, the quantity of air passed in 1 sec.= 2A
Heat energy content in V amount of air = (amount of air)x(specific heat)x(temperature difference)
= (2A)x(1300)x(10) = 2600A
This heat energy must be compensated by 5k Joule as  heat gain.
So, 2600A=5000
ð  A= 0.19



 Q.46    Assuming full compaction, strength of concrete is inversely proportional to
(A) Water - cement ratio  (B) Water - sand ratio
(C) Water - coarse aggregate ratio  (D) Water - plasticiser ratio
Answer (A)

 Q.47    Match the terms in Group I with their examples in Group II

  Group I    Group II
P.  Incentive zoning  1.  Boardwalk, Atlantic City
Q.  Universal design  2.  Minneapolis, USA
R.  Promenading  3.  Broadway Theatre District, New York
S.  Skyway system  4.  Pruitt Igoe Housing, St. Louis, Missouri
    5.  Curitiba, Brazil

(A) P-5, Q-3, R-2, S-1  (B) P-4, Q-5, R-1, S-3
(C) P-3, Q-5, R-4, S-2  (D) P-3, Q-5, R-1, S-2
  Answer (D)


 Q.48    If yield stress of steel is 415 MPa, then strain in tensile reinforcement at the limit state of collapse shall be at least  _____________. For steel, the Young’s Modulus, E = 2 X 105 MPa.
    Answer (0.0037)

 Q.49    Match the books in Group I with their authors in Group II

  Group I                                                                                 Group II
P.  Architecture Now!                                                         1.  Ian Mc Harg
Q.  Intentions in Architecture                                             2.  Robert Venturi
R.  Design with Nature                                                        3.  Christopher Alexander
S.  Complexity & Contradictions in Architecture                 4.  Philip Jodidio
                                                                                          5.  Christian Norberg Schulz
(A) P-2, Q-3, R-4, S-1  (B) P-4, Q-5, R-1, S-2
(C) P-2, Q-3, R-1, S-5  (D) P-3, Q-1, R-4, S-2 
Answer (B)


 Q.50    Match the common names of the trees in Group I with their botanical names in Group II

  Group I                                                   Group II
P.  Gulmohar                                  1.  Dalbergia Sissoo
Q.  Palash                                     2.  Ficus Benghalensis
R.  Indian Mahogany                   3.  Delonix Regia
S.  Banyan                                   4.  Toona Ciliata
                                                  5.  Butea Monosperma
(A) P-5, Q-3, R-4, S-2  (B) P-4, Q-5, R-2, S-1
(C) P-3, Q-5, R-4, S-2  (D) P-3, Q-1, R-5, S-2
    Answer (C)


 Q.51    A room of internal dimension 4m x 5m x 3.5m (LxBxH) has 20 cm thick walls and two doors of  size 1m x 2m. The required area of Damp Proof Course (sq.m) is  _____________

Answer (3.3)

 Q.52    A load of 30 kN is applied vertically downward at the free end of a cantilever of span 5 m.  If the elastic modulus of the cantilever is 30 GPa and the section has a width of 0.3 m and a depth of 0.6 m, then, the elastic deflection (in mm) is    ______________
Answer (7.71)
gigapascal (1 GPa ≡ 1,000,000,000 Pa)
The pascal (symbol: Pa) is a measure of force per unit area, defined as one newton per square metre. It is the SI derived unit of pressure, internal pressure, stress, Young's modulus and tensile strength.

Moment of inertia for rectangular section I = bh3 ∕ 12 = (0.3m)x(0.6m)3/12 = 54x10-4m4
YA= FL3 ∕ 3EI
ð  YA = (30kN)x(5m)3/3x(30GPa)x(54x10-4m4)
ð  YA =7.71mm


Q.53    Associate the plans in Group I with the options in Group II

  Group I                                                          Group II
P.   City Development Plan                          1.   PMGSY
Q.   Slum Free City Plan                               2.   JNNURM
R.   Transport Network Plan                       3.   RAY
S.   Disaster Management Plan                   4.   NDMA
                                                                  5.   RSVY

(A) P-2, Q-3, R-1, S-4  (B) P-2, Q-1, R-5, S-4
(C) P-1, Q-3, R-2, S-5  (D) P-3, Q-2, R-1, S-4
Answer (A)

Q.54    The capacity of a hall is 600 persons and its volume is 3000 cu.m. If an optimum reverberation time of 1.0 second is to be achieved then the required total absorption (m2sabine) is  _____________
Answer ( 480)

Q.55    A solid straight steel rod of diameter 100 mm is bent in single curvature into a circular arc by a moment of 50 kNm applied at its ends. If elastic modulus, E, for steel is 2 x 105 MPa,  the radius of curvature (mm) of the arc assuming Ï€=3.14 is  _____________
  Answer (19615)

New 8 wonders & finalists of the world

Chichen Itza Castillo - mexico





Christ - the Redeemer - Brasil




Colosseum - Rome, italy




The Great Wall of China




Kheops Pyramid - Giza, Egypt




Machu Picchu - Peru




Petra - Jordan




Taj Mahal - India





Other finalists for the wonders of World


Acropolis of Athens - Greece




Angkor Wat - Cambodia




Aya Sofya - Isthanbul - Turkey




Kiyomizu dera - Japan




Kremlin - Russia



Maoi - Chile




Neuschwanstein castle - Germany



Patio - Spain




Liberty statue - New York




Stonehenge - UK




Opera House - Sydney, Australia




Timbuktu Mosque - Sankore, Mali




Eiffel tower - Paris


Famous Statues and monuments around World

Statue of Liberty - New York





Christ - The Redeemer - Rio, Brasil




Ushiku Daibutsu - Buddha statue - Japan




Tiruvallur statue - kanyakumari - India




Leshan - Buddha statue - China




Queen Victoria statue - Kolkata memorial






Great Sphinx of Giza - Egypt




Maoi statue - Chile




Buddha, Maha Nawamin made of Cement - Thailand




Herakles, The Archer made of Bronze




The Thinker - bronze statue by Auguste Rodin