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TNPSC Civil Engineering, Traditional Architecture and Sculpture (Code 510): Answer key

TNPSC Civil Engineering, Traditional Architecture and Sculpture (Code 510): Answer key

1. Which of the following is wrong? in relating to acid in stone cleaning

(i) The evaporation after chemical cleaning was not obstructed

(ii) Change in surface hardness before and after cleaning

(iii) The treated surface remained permeable.

(A) (i) and (ii)

(B) (ii) only

(C) (i) only

(D) (iii) only

(E) Answer not known

Correct Answer: (A) (i) and (ii)

Explanation: The statements in (i) and (ii) are incorrect regarding the use of acid in stone cleaning. Acid cleaning of stone can lead to an obstruction of evaporation after cleaning and can also cause a change in the surface hardness of the stone.
2. The cause for the result of efflorescence

(A) Carbon dioxide

(B) Carbonate from the lime

(C) Helium

(D) Argon

(E) Answer not known

Correct Answer: (B) Carbonate from the lime

Explanation: Efflorescence is caused by soluble salts, such as carbonates from lime, migrating to the surface of a porous material like masonry or stone as water evaporates, leaving behind a white, powdery deposit.
3. Regular cleaning of the temple structure can prevent the growth of

(A) Vegetation

(B) Cracks

(C) Dampness

(D) Efflorescence

(E) Answer not known

Correct Answer: (A) Vegetation

Explanation: Regularly cleaning a temple structure helps to prevent the growth of vegetation like moss, algae, and small plants that can cause damage to the stone and other materials over time.
4. Before commencement of repair or maintenance work in temples, it is important to investigate

(A) The stability of the temple building

(B) Historical information about the structure

(C) Funds

(D) Weather condition

(E) Answer not known

Correct Answer: (A) The stability of the temple building

Explanation: Before starting any repair or maintenance work on a temple, assessing the structural stability is essential to ensure safety for both workers and the monument. This evaluation helps determine whether the structure can withstand repair activities and prevents further damage during conservation. Historical information, funds, and weather conditions are important but secondary considerations after confirming stability.
5. The major damage to the temple building are from

(A) Water

(B) Temperature

(C) Insects

(D) Tree roots

(E) Answer not known

Correct Answer: (A) Water

Explanation: Water is a primary cause of damage to temple buildings. Water can lead to various problems, including dampness, efflorescence, and the structural deterioration of materials like stone and wood. It also contributes to the growth of vegetation and other biological agents that cause decay.
6. Choose the right answers:

(i) Paintings of images and colour washing should be avoided

(ii) Prevention of seepage during rains

(iii) Preservation is not essential for temples

(A) (i) only

(B) (i) and (iii)

(C) (i) and (ii)

(D) (iii) only

(E) Answer not known

Correct Answer: (C) (i) and (ii)

Explanation: Statements (i) and (ii) are considered good practices in temple preservation. Painting images and color washing are generally avoided to maintain the original aesthetic and material integrity, while preventing seepage is crucial for the long-term structural health of the building. Statement (iii) is incorrect; preservation is highly essential for temples.
7. Choose the right answer:

(i) Don't convert mandapams into rooms

(ii) Prevent damage to sculpture

(iii) Allow living quarters within temple premises.

(A) (i) only

(B) (i) and (ii) only

(C) (ii) only

(D) (iii) only

(E) Answer not known

Correct Answer: (B) (i) and (ii) only

Explanation: Statements (i) and (ii) are correct practices for temple preservation. Converting mandapams into rooms and allowing living quarters within the temple premises (iii) are generally discouraged as they can alter the architectural layout, obstruct a devotee's free movement within the temple, and potentially damage the temple’s sacred and historical value.
8. The amount of damage caused by hydrating salts in

(A) Moisture

(B) Humidity

(C) Plasters and stones

(D) Absorbtion

(E) Answer not known

Correct Answer: (C) Plasters and stones

Explanation: Hydrating salts can cause significant damage to building materials, especially porous ones like plasters and stones. As the salts crystallize and re-hydrate, they exert pressure that can break apart the material's structure, leading to spalling and disintegration.
9. Assertion [A]: Wind causes differential air pressures around a building depending on the wind velocity and the height and shape of the structure
Reason [R]: Wind causes the rain to strike the wall and this may leads to air pressure differences across the wall.

(A) [A] is true [R] is false

(B) Both [A] and [R] are true

(C) Both [A] and [R] are false

(D) [A] and [R] are true [R] is not the correct explanation of [A]

(E) Answer not known

Correct Answer: (D) [A] and [R] are true [R] is not the correct explanation of [A]

Explanation: Both Assertion [A] and Reason [R] are true statements. Wind indeed causes differential air pressures around a building, and it also drives rain to strike walls, which can lead to air pressure differences across the wall. However, the reason [R] does not directly explain the assertion [A]. The differential pressure is a direct result of wind flow dynamics around the building's geometry, while the effect of wind-driven rain is a separate but related phenomenon.
10. Assertion [A]: Mortar and plaster consist of admixtures such as sand, crushed stone cemented in a compact mass by lime or cement.
Reason [R]: The durability of mortars and plasters depends on the grain-size distribution of their admixtures.

(A) [A] is true [R] is false

(B) Both [A] and [R] are false

(C) Both [A] and [R] are true and [R] is the correct explanation of [A]

(D) [R] is true

(E) Answer not known

Correct Answer: (C) Both [A] and [R] are true and [R] is the correct explanation of [A]

Explanation: Both the assertion [A] and the reason [R] are correct statements, and the reason provides the correct explanation for the assertion. Mortar and plaster are compact masses of materials like sand and crushed stone bonded together by a binder such as lime or cement (Assertion [A]). The durability and performance of these materials are significantly influenced by the size and distribution of the aggregate particles (Reason [R]). A well-graded mix with a good range of grain sizes will be more durable and have fewer voids, making the mortar or plaster stronger and less permeable to water.
11. A non-invasive electromagnetic geophysical technique for surface exploration, characterization and monitoring is called

(A) Ground penetrating radar

(B) Borehole investigation

(C) Sonic tomography

(D) Infrared thermography

(E) Answer not known

Correct Answer: (A) Ground penetrating radar

Explanation: Ground-penetrating radar (GPR) is a non-invasive electromagnetic geophysical technique that uses radar pulses to image the subsurface. It can be used for surface exploration, characterization, and monitoring without disturbing the ground.
12. The following samprokshanam is done for newly constructed temples

(A) Avartam

(B) Anavartam

(C) Punaravartham

(D) All the above

(E) Answer not known

Correct Answer: (B) Anavartam

Explanation: Anavartam is a type of samprokshanam, a consecration ceremony, that is performed for newly constructed temples or when a temple is constructed at a place where no temple existed before.
13. Choose the right matches among type

(i) Male bricks - The bricks with linear edges

(ii) Female bricks - The bricks in Concave shape

(iii) Neuter bricks - The bricks in curved shape

(A) (i) and (ii) are correct

(B) (i) is correct

(C) (ii) is correct

(D) (iii) is correct

(E) Answer not known

Correct Answer: (A) (i) and (ii) are correct

Explanation: In traditional architecture, bricks are sometimes categorized by shape. Male bricks are typically those with linear edges (i), and female bricks are those with concave shapes (ii). Neuter bricks are those that are curved, not the other way around. Thus, options (i) and (ii) are the correct matches.
14. Stone stitching means

(A) Powdered stone

(B) Resin based

(C) Resin based and stainless steel

(D) Mixed soil

(E) Answer not known

Correct Answer: (C) Resin based and stainless steel

Explanation: Stone stitching is a technique for repairing cracks in masonry and stone. It involves drilling holes on either side of the crack, inserting stainless steel rods, and then bonding them with a resin-based mortar to tie the fractured parts together.
15. For stone preservation, magnesium fluorosilicate, zinc fluorosilicate, aluminium fluorosilicate and are important.

(A) Lead fluorosilicate

(B) Lime

(C) Cement

(D) Sand

(E) Answer not known

Correct Answer: (A) Lead fluorosilicate

Explanation: To preserve stone, various chemical compounds, including fluorosilicates, are used. Magnesium fluorosilicate, zinc fluorosilicate, aluminium fluorosilicate, and lead fluorosilicate are all compounds used for hardening and preserving stone surfaces.
16. Dirt removal from stone by means of pure water

(A) Steam cleaning

(B) Chemical cleaning

(C) Alkaline cleaners

(D) Organic cleaners

(E) Answer not known

Correct Answer: (A) Steam cleaning

Explanation: Steam cleaning is a method of dirt removal from stone that uses only pure water heated to a high temperature. It is a gentle, non-abrasive method that effectively cleans surfaces without the use of harsh chemicals.
17. The walls themselves may also be heated to prevent

(A) Condensation

(B) Elimination

(C) Attention

(D) Observation

(E) Answer not known

Correct Answer: (A) Condensation

Explanation: Heating walls can prevent condensation. When warm, moist air comes into contact with a cold wall surface, it can cool and cause water vapor to condense on the surface, leading to dampness and potential damage. Heating the wall keeps its surface temperature above the dew point, thereby preventing condensation.
18. The temples under the H.R. and C.E are called as

(A) Sanctity temple

(B) Historical monuments

(C) Living monuments

(D) Source of income

(E) Answer not known

Correct Answer: (C) Living monuments

Explanation: Temples managed by the Hindu Religious and Charitable Endowments (H.R. and C.E.) are often referred to as "living monuments." This term highlights that these are not merely historical relics but are active places of worship with ongoing religious, cultural, and social functions, requiring active management and preservation.
19. Stains on bricks may also be due to

(A) Efflorescence

(B) Sulphate

(C) Masonry

(D) Disintegration

(E) Answer not known

Correct Answer: (A) Efflorescence

Explanation: While various factors can cause stains on bricks, efflorescence is a common cause. This is the white, powdery deposit of soluble salts on the surface of brickwork, often leading to discoloration and staining, especially after rainfall or damp conditions. Stains can also be caused by rust, algae, and other chemical reactions.
20. The practice of renovating the existing structures followed for a long time is called

(A) Jeernodharana

(B) Youvanam

(C) Padavargam

(D) Shikara

(E) Answer not known

Correct Answer: (A) Jeernodharana

Explanation: Jeernodharana is a term in traditional Indian temple architecture and ritual that refers to the renovation or restoration of an existing, aging, or damaged temple structure. This practice ensures the temple remains functional and structurally sound for future generations. It is part of the established Agama shastra traditions.
21. From the given answers, identify the animals that are supporting the cross beams of the Eastern ornamental gateway of the Sanchi Maha Stupa.

(A) Lions

(B) Horses

(C) Elephants

(D) Dwarfs

(E) Answer not known

Correct Answer: (C) Elephants

Explanation: The eastern ornamental gateway (torana) of the Sanchi Maha Stupa features cross beams that are supported by sculptures of elephants.
22. Place the given sculptures of the Deogarh Dasavatar temple in their correct places:

(a) Vishnu seated on the Adisesha-Vahana

(b) Vishnu in a reclining-position on the Adisesha-Vahana

(c) Naran-Narayanan sculpture

(d) Gajendra Moksha sculpture

1. In the kostam on the eastern wall of the sanctum

2. In the kostam on the northern wall of the sanctum

3. In the kostam on the southern wall of the sanctum

4. Above the entrance of the sanctum in the middle

(A) 4, 3, 1, 2

(B) 3, 4, 2, 1

(C) 2, 1, 4, 3

(D) 1, 3, 4, 2

(E) Answer not known

Correct Answer: (B) 3, 4, 2, 1

Explanation: This question requires matching the sculptures of the Deogarh Dasavatar temple with their correct locations. The correct match is as follows: (a) Vishnu seated on the Adisesha-Vahana is in the kostam on the southern wall of the sanctum (3), (b) Vishnu in a reclining-position on the Adisesha-Vahana is above the entrance of the sanctum in the middle (4), (c) Naran-Narayanan sculpture is in the kostam on the northern wall of the sanctum (2), and (d) Gajendra Moksha sculpture is in the kostam on the eastern wall of the sanctum (1) .
23. The oldest 'garuda pillar' in India and it is vedic religious symbol, made of a single stone. This pillar is built in

(A) Besnagar

(B) Tisawa

(C) Deogarh

(D) Eran

(E) Answer not known

Correct Answer: (A) Besnagar

Explanation: The oldest 'garuda pillar' in India, a vedic religious symbol made of a single stone, is located in Besnagar.
24. Find the number of floors of Anantha Sayanagudi cave temple in Undavalli, Andhrapradesh.

(A) One

(B) Two

(C) Three

(D) Four

(E) Answer not known

Correct Answer: (D) Four

Explanation: The Anantha Sayanagudi cave temple in Undavalli, Andhra Pradesh, has four floors.
25. The Sanchi great stupa is _________ feet in diameter and _________ feet height.

(A) 110, 51

(B) 120, 54

(C) 125, 55

(D) 130, 60

(E) Answer not known

Correct Answer: (B) 120, 54

Explanation: The Sanchi Maha Stupa is 120 feet in diameter and 54 feet in height.
26. Match the following with the correct ones:

(a) Anda - 1. Square platform on top of a hemisphere

(b) Harmika - 2. The main part of the stupa is the hemispherical part

(c) Vedika - 3. The staircase leading to the platform that supports the hemispherical portion of the stupa

(d) Shobanam - 4. Fence around the stupa

(A) 2, 1, 4, 3

(B) 3, 2, 4, 1

(C) 4, 3, 1, 2

(D) 1, 4, 2, 3

(E) Answer not known

Correct Answer: (A) 2, 1, 4, 3

Explanation: The correct matches for the parts of a stupa are as follows: Anda is the main, hemispherical part of the stupa (2). Harmika is the square platform on top of the hemisphere (1). Vedika is the fence or railing around the stupa (4). Shobanam is the staircase leading to the platform that supports the stupa (3).
27. The seals of the Harappan civilization were not made by one of the following things.

(A) Terracotta

(B) Stone

(C) Iron

(D) Copper

(E) Answer not known

Correct Answer: (C) Iron

Explanation: Harappan civilization seals were commonly made from terracotta, various stones, and copper, but not iron. The use of iron in India became widespread much later than the Harappan period.
28. The four ornamental gateways (toranas) currently found at the sanchi great stupa were created by the _______ dynasty.

(A) Maurya

(B) Shunga

(C) Sathavahana

(D) Gupta

(E) Answer not known

Correct Answer: (B) Shunga

Explanation: The four ornamental gateways, or toranas, at the Sanchi Great Stupa were added during the rule of the Shunga dynasty, following the original construction which is associated with the Mauryan period under Emperor Ashoka.
29. Among the following cave temples created by chalukyas find the cave temple with a sanctum in the 'sarvodapatra' style structure with gate on all four sides.

(A) Dumarlena cave Ellora

(B) Cave No-3, Vadabi

(C) Ravanaphadi cave, Aihole

(D) Cave No-2, Vadabi

(E) Answer not known

Correct Answer: (C) Ravanaphadi cave, Aihole

Explanation: The Ravanaphadi cave in Aihole, built by the Chalukyas, is a unique example with a sanctum in the 'sarvodapatra' style, meaning it has a gate on all four sides.
30. Choose the right matches among type.

(1) Bana - Shield

(2) Khadga - Sword

(3) Vajra - Trident

(4) Parasu - Battle-axe

(A) (1) and (2) are correct

(B) (2) and (4) are correct

(C) (3) and (4) are correct

(D) (4) and (1) are correct

(E) Answer not known

Correct Answer: (B) (2) and (4) are correct

Explanation: The correct matches for these terms are: Bana means an arrow, not a shield. Khadga means sword, which is a correct match (2) . Vajra means thunderbolt, not a trident. Parasu means battle-axe, which is also a correct match (4) . Therefore, only (2) and (4) are correct.
31. Match the following:

(a) 8 paramanus (8 atom) - 1. one red paddy (one yava)

(b) 8 ratharenu (8 dust) - 2. one nit (one liksa)

(c) 8 yuka (8 louse) - 3. one hair (one välägral)

(d) 8 valagra (8 tip of a thin hair) - 4. one ratharenu (one dust)

(A) 4, 1, 2, 3

(B) 1, 3, 2, 4

(C) 3, 1, 4, 2

(D) 2, 4, 3, 1

(E) Answer not known

Correct Answer: (D) 2, 4, 3, 1

Explanation: The correct matches for these traditional Indian units of measurement are: 8 paramanus = one nit (liksa) (2). 8 ratharenu = one valagra (tip of a thin hair) (4). 8 yuka = one liksa (nit) (3). 8 valagra = one yava (red paddy) (1).
32. The lingam which has a large base and resembles a coconut is called

(A) Thaivatham

(B) Ganabham

(C) Aarusham

(D) Bhanam

(E) Answer not known

Correct Answer: (D) Bhanam

Explanation: A lingam that has a large base and resembles a coconut is called a Bhanam.
33. Match hair styles with the appropriate deity:

(a) Jada mandala - 1. Rishabhantikar

(b) Charpamavli - 2. Natarajar

(c) Verisadai - 3. Kalaimagal (Saraswati)

(d) Kesapandam - 4. Dakshinamurthy

(A) 4, 1, 2, 3

(B) 3, 2, 4, 1

(C) 2, 1, 3, 4

(D) 1, 4, 2, 3

(E) Answer not known

Correct Answer: (C) 2, 1, 3, 4

Explanation: The correct pairings of hairstyles and deities are as follows: Jada mandala is a hairstyle associated with Natarajar (2). Charpamavli is associated with Rishabhantikar (1) . Verisadai is associated with Kalaimagal (Saraswati) (3). Kesapandam is associated with Dakshinamurthy (4).
34. From the following state the number of hand gestures mentioned in the sirpa-shastra texts.

(A) 28

(B) 30

(C) 32

(D) 36

(E) Answer not known

Correct Answer: (C) 32

Explanation: According to the sirpa-shastra texts, there are 32 hand gestures mentioned.
35. Assertion [A]: Palagai is supported by the petals of a lotus is called idal.
Reason [R]: Nagabandham is a little ornament.

(A) [A] is true but [R] is false

(B) Both [A] and [R] are true, and [R] is the correct explanation of [A]

(C) [A] is false [R] is true

(D) Both [A] and [R] are true but [R] is not the correct explanation of [A] is correct

(E) Answer not known

Correct Answer: (A) [A] is true but [R] is false

Explanation: Assertion [A] is a true statement; 'idal' refers to the lotus petals that support the 'palagai' in traditional architecture . However, the reason [R] is false; 'nagabandham' is not a small ornament. Therefore, [A] is true, and [R] is false.
36. The Garbagriha is called

(A) Gopura

(B) Linga

(C) Avudai

(D) Mulasthanam

(E) Answer not known

Correct Answer: (D) Mulasthanam

Explanation: The Garbagriha, which is the innermost sanctum of a Hindu temple where the primary deity resides, is also known as the Mulasthanam.
37. A Mandapam located in the middle of a temple pond is typically called a

(A) Neeruta mandapa

(B) Theppa mandapa

(C) Neerali mandapa

(D) Suhasana mandapa

(E) Answer not known

Correct Answer: (B) Theppa mandapa

Explanation: A mandapam located in the middle of a temple pond is typically called a Theppa mandapa. It is used for the floating festival of the deity, where the idol is placed on a raft (theppam) and taken around the mandapam in the pond.
38. From the given answers, find the name of the structural system that comes between the two when the size of the 'Mugamandapa' is equal of the size of the sanctum.

(A) Antarala

(B) Chandarala

(C) Vediga

(D) Panti

(E) Answer not known

Correct Answer: (A) Antarala

Explanation: The structural system that comes between the 'Mugamandapa' (front hall) and the sanctum is called the Antarala. It serves as an antechamber and is a key component of temple architecture, connecting the main hall to the inner sanctum.
39. From the following, identify the element that supports the structure called 'Stupi' in the temple vimana.

(A) Bhitti

(B) Sikharam

(C) Kantam

(D) Prastaram

(E) Answer not known

Correct Answer: (B) Sikharam

Explanation: In a temple vimana, the element that supports the 'Stupi' (the finial or top-most part) is the Sikharam. The Sikharam is the crowning part of the temple tower and is located just below the stupi.
40. From the answer given, give the term that refers to digging until you reach hard rock or hard soil when digging a foundating.

(A) Silakantham

(B) Silahtham

(C) Valukantham

(D) Valantham

(E) Answer not known

Correct Answer: (A) Silakantham

Explanation: Silakantham is the term used to describe the practice of digging a foundation until a hard rock or hard soil layer is reached. This ensures a stable and durable base for the structure being built.
41. Influence factor for immediate settlement of footing depends on its

(A) Size and shape

(B) Rigidity alone

(C) Location and size

(D) Size, shape, rigidity and location

(E) Answer not known

Correct Answer: (D) Size, shape, rigidity and location

Explanation: The influence factor for immediate settlement of a footing is a crucial parameter in geotechnical engineering. It is not determined by a single characteristic but is a function of multiple factors, including the footing's size and shape, its rigidity relative to the soil, and its location within the soil mass.
42. Ratio of bearing capacity of double under reamed pile to that of single under reamed pile is nearly

(A) 1.5

(B) 2.0

(C) 1.7

(D) 1.2

(E) Answer not known

Correct Answer: (B) 2.0

Explanation: An under-reamed pile is a type of foundation pile with one or more enlarged bases, or bulbs. A double under-reamed pile has two such bulbs, which significantly increases its bearing capacity. The ratio of the bearing capacity of a double under-reamed pile to that of a single under-reamed pile is approximately 2.0.
43. The hydrated lime called slaked lime is commonly used for

(A) Lime stabilization

(B) Soil stabilization

(C) Bituminous stabilization

(D) Asphalt stabilization

(E) Answer not known

Correct Answer: (B) Soil stabilization

Explanation: Hydrated lime, also known as slaked lime, is widely used for soil stabilization. It improves the properties of clayey soils by reducing their plasticity and swelling potential, increasing their strength, and making them more workable.
44. If a cone is used to penetrate the subsoil the test is called

(A) Standard penetration test

(B) Cone penetration test

(C) Piezometer test

(D) Bore hole test

(E) Answer not known

Correct Answer: (B) Cone penetration test

Explanation: The cone penetration test (CPT) is a method used to determine the geotechnical engineering properties of soils. It involves pushing a cone penetrometer into the ground at a controlled rate and recording the resistance encountered.
45. It is assumed that the resultant reaction is tangential to the friction circle in

(A) Friction circle method

(B) Slip circle method

(C) Tangential chord method

(D) Critical slip circle method

(E) Answer not known

Correct Answer: (A) Friction circle method

Explanation: The friction circle method is a technique used in slope stability analysis. It is based on the assumption that the resultant reaction on a sliding surface is tangential to a circle concentric with the slip surface, known as the friction circle.
46. The usual value of specific gravity for thin liquid of bituminous material is

(A) 0.80

(B) 0.85

(C) 0.90

(D) 0.92

(E) Answer not known

Correct Answer: (D) 0.92

Explanation: The specific gravity of a material is the ratio of its density to the density of water. The usual value of specific gravity for a thin liquid bituminous material is approximately 0.92.
47. The joints provided along the strips in rigid pavement construction are known as

(A) Lateral joints

(B) Longitudinal joints

(C) Horizontal joints

(D) Vertical joints

(E) Answer not known

Correct Answer: (B) Longitudinal joints

Explanation: In rigid pavement construction, which consists of concrete slabs, joints are placed to control cracking caused by temperature and moisture changes. The joints provided along the length of the pavement, separating it into strips, are called longitudinal joints.
48. For aggregates normally used in road construction the water absorption value varies from

(A) 0.1 to 1 percent

(B) 0.01 to 0.1 percent

(C) 0.1 to 2 percent

(D) 0.1 to 0.5 percent

(E) Answer not known

Correct Answer: (A) 0.1 to 1 percent

Explanation: The water absorption value of aggregates is a measure of their porosity and is important for the durability and strength of road construction materials. For aggregates typically used in this application, the water absorption value usually ranges from 0.1% to 1%.
49. The Bituminous concrete is used as binder course and wearing course. For medium and heavy traffic, binding course of _______ thickness will be sufficient.

(A) 40 mm to 50 mm

(B) 30 mm to 40 mm

(C) 35 mm to 45 mm

(D) 25 mm to 30 mm

(E) Answer not known

Correct Answer: (A) 40 mm to 50 mm

Explanation: Bituminous concrete is a type of pavement material commonly used for roads. It consists of a binder course, which provides strength, and a wearing course, which provides a smooth, durable surface. For medium and heavy traffic, a binding course thickness of 40 mm to 50 mm is generally considered sufficient.
50. The minimum shoulder width recommended by the IRC is

(A) 2.50 m

(B) 2.30 m

(C) 2.60 m

(D) 2.00 m

(E) Answer not known

Correct Answer: (A) 2.50 m

Explanation: The Indian Road Congress (IRC) provides guidelines for highway design and construction in India. According to these guidelines, the minimum recommended shoulder width for roads is 2.50 meters. The shoulder serves as a safety area for stopped vehicles and provides structural support for the pavement.
51. The specific gravity of rocks varies from

(A) 2.5 to 2.6

(B) 2.4 to 2.5

(C) 2.6 to 2.9

(D) 2.2 to 2.5

(E) Answer not known

Correct Answer: (C) 2.6 to 2.9

Explanation: The specific gravity of rocks is a measure of their density compared to water. This property is important for various civil engineering applications, such as foundation design and aggregate production. The specific gravity of most rocks typically ranges from 2.6 to 2.9.
52. The super elevation (e) is a direct function of the square of the

(A) $e=V^{2}/127R$

(B) $e=V^{3}/127R$

(C) $e=V/127R$

(D) $e=V^{2}/127$

(E) Answer not known

Correct Answer: (A) $e=V^{2}/127R$

Explanation: Super elevation is the transverse slope provided on a road section to counteract the centrifugal force acting on a vehicle moving along a curve. The formula for super elevation (e) is a direct function of the square of the velocity (V) and inversely proportional to the radius of the curve (R).
53. The maximum height of double-decked vehicle recommended by IRC is

(A) 2.50 m

(B) 3.80 m

(C) 4.20 m

(D) 4.75 m

(E) Answer not known

Correct Answer: (D) 4.75 m

Explanation: The Indian Road Congress (IRC) specifies the maximum permissible dimensions for vehicles to ensure safe passage on roads and through tunnels, bridges, and other structures. The maximum height recommended for a double-decked vehicle is 4.75 meters.
54. The curve which shows the distribution of excess hydrostatic pressure at a given time during the process of consolidation is known as

(A) Isobar

(B) Iso chrome

(C) Co-efficient of consolidation

(D) Hydrostatic pressure

(E) Answer not known

Correct Answer: (B) Iso chrome

Explanation: In soil mechanics, consolidation is the process by which soil decreases in volume under a sustained load. An isochrone is a curve that shows the distribution of excess hydrostatic pressure within a soil layer at a specific point in time during this process .
55. An isobar is a curve which

(A) Joins points of equal horizontal stress

(B) Joins points of equal vertical stress

(C) Joins points of maximum horizontal stress

(D) Joins points of maximum vertical stress

(E) Answer not known

Correct Answer: (B) Joins points of equal vertical stress

Explanation: In soil mechanics and foundation engineering, an isobar is a contour line that connects all points in a soil mass that have the same vertical stress below a loaded area. These curves are useful for visualizing stress distribution and estimating settlements .
56. The coefficient of permeability of a soil varies as

(A) $e^{2}/(1+e)=k$

(B) $e^{3}/(1+e)=k$

(C) $e/(1+e)=k$

(D) $(1+e)/e^{3}=k$

(E) Answer not known

Correct Answer: (B) $e^{3}/(1+e)=k$

Explanation: The coefficient of permeability of soil, denoted by k, is a measure of how easily water can flow through it. The relationship between the coefficient of permeability and the void ratio (e) of the soil is approximated by the Kozeny-Carman equation, where k is proportional to $e^3/(1+e)$.
57. The term density index (or relative density) of a soil $I_D$

(A) $I_D=(e_{max}-e)/(e_{max}-e_{min})$

(B) $I_D=e_{max}/(e_{max}-e_{min})$

(C) $I_D=(e_{max}-e_{min})/(e_{max}-e)$

(D) $I_D=(e-e_{max})/(e_{max}-e_{min})$

(E) Answer not known

Correct Answer: (A) $I_D=(e_{max}-e)/(e_{max}-e_{min})$

Explanation: The density index, also known as relative density ($I_D$), is a measure of the relative compactness of a granular soil. It is defined by the given equation, where $e_{max}$ is the maximum void ratio (loosest state), $e_{min}$ is the minimum void ratio (densest state), and $e$ is the current void ratio of the soil.
58. Relative compaction ($R_c$) is

(A) $R_c=\gamma_d(field)/\gamma_d(max)$

(B) $R_c=\gamma_d(max)/\gamma_d(field)$

(C) $R_c=\gamma_d(Comp)/\gamma_d(max)$

(D) $R_c=\gamma_d(comp)/\gamma_d(field)$

(E) Answer not known

Correct Answer: (A) $R_c=\gamma_d(field)/\gamma_d(max)$

Explanation: Relative compaction ($R_c$) is a measure of the degree of compaction achieved in the field compared to the maximum compaction possible in a laboratory test.

It is expressed as the ratio of the field dry density ($\gamma_d(field)$) to the maximum dry density ($\gamma_d(max)$).

59. A dry soil has mass specific gravity of 1.35. If the specific gravity of solids is 2.75, then the void ratio will be

(A) 0.5

(B) 1.0

(C) 1.5

(D) 2.0

(E) Answer not known

Correct Answer: (B) 1.0

Explanation: Given: Mass specific gravity ($G_{m}$) = 1.35 and specific gravity of solids ($G_{s}$) = 2.75.

Since the soil is dry, the dry density ($\gamma_{d}$) is equal to the mass density ($\gamma_{m}$).

We know that $\gamma_d = G_m \gamma_w$ and $\gamma_d = G_s \gamma_w / (1+e)$, where $\gamma_w$ is the density of water and $e$ is the void ratio.

From these two equations, we can write $G_m = G_s / (1+e)$.

Rearranging the formula to solve for the void ratio, we get $e = (G_s / G_m) - 1$.

Substituting the given values, $e = (2.75 / 1.35) - 1 = 2.037 - 1 = 1.037$.

Rounding to one decimal place, the void ratio is approximately 1.0.

Therefore, the void ratio will be 1.0 .

60. Soils resulting from rock weathering and not transported but remain at the place of formation are called

(A) Alluvial

(B) Residual

(C) Aeolian

(D) Colluvial

(E) Answer not known

Correct Answer: (B) Residual

Explanation: Residual soils are formed in place by the weathering of the underlying rock and have not been transported by water, wind, or ice. They retain some of the characteristics of the parent rock from which they were formed.
61. The _________ of a material is equal to thermal resistivity multiplied by its thickness

(A) Thermal conductivity

(B) Thermal resistance

(C) Surface resistance

(D) Total thermal resistance

(E) Answer not known

Correct Answer: (B) Thermal resistance

Explanation: Thermal resistance is a measure of a material's ability to resist heat transfer. It is calculated as the product of the material's thickness and its thermal resistivity. A higher thermal resistance value indicates better insulation properties.
62. Scrapers are best suited for haul distance greater than 500 ft but less than _________ ft

(A) 1000 ft

(B) 1500 ft

(C) 2000 ft

(D) 3000 ft

(E) Answer not known

Correct Answer: (D) 3000 ft

Explanation: Scrapers are heavy equipment used in construction for excavating, hauling, and spreading soil. They are most efficient for a specific range of haul distances. Scrapers are considered best suited for haul distances greater than 500 feet but less than 3000 feet.
63. The process of fresh air is forced into a room and the used air is allowed to leave room by itself or is extracted by outlet for is called as

(A) Exhaust system

(B) Supply system

(C) Plenum process

(D) Combination of exhaust and supply system

(E) Answer not known

Correct Answer: (B) Supply system

Explanation: A supply system is a ventilation method where fresh air is actively forced into a room, and the stale or used air is passively allowed to leave through natural outlets or is extracted by a fan. The air pressure in the room is maintained at a positive pressure relative to the outside. This is in contrast to an exhaust system, where air is actively removed from the room.
64. For ordinary Portland cement, the curing period is about _________ days

(A) 14 to 28

(B) 7 to 14

(C) 0 to 14

(D) 21 to 28

(E) Answer not known

Correct Answer: (A) 14 to 28

Explanation: Curing is the process of maintaining adequate moisture and temperature in concrete to ensure proper hydration of the cement. For ordinary Portland cement (OPC), the curing period is typically recommended to be about 14 to 28 days to achieve the desired strength and durability.
65. For compressive strength determination of concrete the minimum number of cubes required in a sample is

(A) 5

(B) 3

(C) 6

(D) 2

(E) Answer not known

Correct Answer: (B) 3

Explanation: According to standard testing procedures, a minimum of three concrete cubes are required to be cast and tested from a single sample to determine the compressive strength of concrete. The average of the three test results is taken as the strength of the sample, which helps to account for variations in the cube preparation and testing process.
66. The cementitious character of ground granulated Blast furnace slag is due to the presence of calcium, magnesium and

(A) Silica

(B) Aluminium

(C) Iron

(D) Zinc

(E) Answer not known

Correct Answer: (B) Aluminium

Explanation: Ground granulated blast-furnace slag (GGBS) is a cementitious material obtained from iron production. Its cement-like properties are primarily due to the presence of calcium, magnesium, and aluminum silicates. The aluminum content, in particular, contributes to its reactive nature when mixed with water and other cementitious materials.
67. Bleeding of concrete is expressed quantitatively as the percentage of

(A) Mixing aggregate

(B) Mixing cement

(C) Mixing water

(D) Mixing admixture

(E) Answer not known

Correct Answer: (C) Mixing water

Explanation: Bleeding in concrete is a phenomenon where water, which is the lightest component, rises to the surface after the concrete has been placed and compacted. It is expressed as a percentage of the total mixing water content in the concrete mix.
68. Compacting factor of concrete is

(A) Weight of fully compacted concrete / Weight of partially compacted of concrete

(B) Weight of partially compacted / Weight of fully compacted concrete

(C) Weight of uncompacted concrete / Weight of compacted concrete

(D) Weight of compacted concrete / Weight of uncompacted concrete

(E) Answer not known

Correct Answer: (B) Weight of partially compacted / Weight of fully compacted concrete

Explanation: The compacting factor test is a method used to measure the workability of fresh concrete. The compacting factor is defined as the ratio of the weight of partially compacted concrete to the weight of the same concrete specimen when it is fully compacted. This ratio indicates the degree of workability, with a higher value signifying more workable concrete.
69. The flow properties of fresh concrete are mainly depends upon

(A) Water cement ratio

(B) Factors effecting resistance to deformation

(C) Aggregate shape and texture

(D) Aggregate grading and fineness

(E) Answer not known

Correct Answer: (A) Water cement ratio

Explanation: The flow properties of fresh concrete, often referred to as workability, are primarily dependent on the water-cement ratio. A higher water-cement ratio generally leads to a more fluid, workable mix, as the water lubricates the cement paste, allowing the aggregates to move more easily. Other factors, such as aggregate shape and grading, also play a role, but the water-cement ratio is the most significant factor.
70. Vibrating compactors create _________ forces which gives greater compaction energy than an equalent static load.

(A) Vibrational forces

(B) Gravitational forces

(C) Impact forces

(D) Compressive forces

(E) Answer not known

Correct Answer: (C) Impact forces

Explanation: Vibrating compactors are machines used to increase the density of soil or other materials. They work by creating impact forces through rapid oscillations or vibrations. These impact forces are more effective than an equivalent static load in reorienting particles and reducing air voids, thereby achieving greater compaction energy and a higher density.
71. The _________ property of the super plasticizer is the prime importance for its effectiveness in reducing water content in portland cement mixer

(A) Size of molecule

(B) Specific gravity

(C) Molecular mass

(D) Viscosity

(E) Answer not known

Correct Answer: (D) Viscosity

Explanation: Superplasticizers are chemical admixtures used to significantly increase the workability of concrete without adding more water. Their effectiveness in reducing water content in portland cement mixes is primarily due to their influence on the viscosity of the cement paste. By reducing the viscosity, they allow for a more fluid mix with less water, improving strength and durability.
72. For precast paving slab the degree of workability is

(A) 25-50 mm

(B) 50-100 mm

(C) Zero

(D) 10-25 mm

(E) Answer not known

Correct Answer: (C) Zero

Explanation: The degree of workability for concrete used in precast paving slabs is typically specified as "zero" slump. This is because a very stiff, dry mix is required to maintain the shape of the slab during the molding and vibrating process. A mix with zero slump has no measurable vertical deformation after the slump cone is removed.
73. In the float method of manufacturing of glass, the Melton glass from the furnace is floated over

(A) Molten tin

(B) Molten lead

(C) Steel plate

(D) Molten nickel

(E) Answer not known

Correct Answer: (A) Molten tin

Explanation: The float glass process is a method for manufacturing high-quality flat glass. In this process, molten glass from the furnace is poured onto a bath of molten tin. The glass, being less dense, floats on the tin surface, and gravity and surface tension cause it to form a perfectly flat and smooth sheet.
74. Creosote is a

(A) Seasoning process

(B) Wood preservative

(C) Lignite with fibre

(D) Sap wood

(E) Answer not known

Correct Answer: (B) Wood preservative

Explanation: Creosote is a dark, oily liquid produced by the distillation of coal tar. It is a powerful biocide and is widely used as a wood preservative to protect timber from decay, insects, and fungal attacks, especially for outdoor applications like railway sleepers and utility poles.
75. _________ is the results from the division of the main stem into two or more stems at any paint above the root collar.

(A) Forks

(B) Ruptures

(C) Pitch

(D) Wind crack

(E) Answer not known

Correct Answer: (A) Forks

Explanation: In arboriculture and forestry, a fork is a defect in a tree where the main trunk divides into two or more stems at a point above the root collar. These forks can be a point of structural weakness in the tree and are often a concern for tree stability and safety .
76. Percentage of bulking of fine aggregate =

(A) $\frac{Dry~volume-Bulked~volume}{Bulked~volume} \times 100$

(B) $\frac{Wet~Volume-Bulked~volume}{Bulked~volume} \times 100$

(C) $\frac{Bulked~volume-Dry~volume}{Dry~volume} \times 100$

(D) $\frac{Bulked~volume-Wet~volume}{Wet~volume} \times 100$

(E) Answer not known

Correct Answer: (C) $\frac{Bulked~volume-Dry~volume}{Dry~volume} \times 100$

Explanation: Bulking of sand is the phenomenon where the volume of sand increases due to the presence of a small amount of moisture. This moisture creates a film around the sand particles, preventing them from settling closely. The percentage of bulking is calculated as the increase in volume (Bulked volume - Dry volume) divided by the original dry volume, and then multiplied by 100 to express it as a percentage.
77. A knot infected by fungus or insects is known as

(A) Line knot

(B) Loose knot

(C) Dead knot

(D) Decayed knot

(E) Answer not known

Correct Answer: (D) Decayed knot

Explanation: A knot is a section of a branch or limb that has been incorporated into the wood of a tree. A knot that has been infected by fungus or insects and shows signs of decay is known as a decayed knot. This type of defect weakens the timber and reduces its quality and value.
78. The process of cement hydration involves

(A) Drying of cement

(B) Mixing with water to form a paste

(C) Evaporation of water

(D) Freezing of cement

(E) Answer not known

Correct Answer: (B) Mixing with water to form a paste

Explanation: Cement hydration is the chemical reaction that occurs when water is mixed with cement. This reaction causes the cement to form a paste that hardens and binds the aggregates together. This process is essential for the concrete to gain strength and is a key step in concrete production.
79. As per IS 383-1970 very fine aggregate comes under zone no

(A) I

(B) IV

(C) II

(D) V

(E) Answer not known

Correct Answer: (B) IV

Explanation: Indian Standard (IS) 383-1970 specifies four zones (Zone I, II, III, and IV) for classifying fine aggregates based on their grading. Zone IV is designated for very fine aggregates, which are typically used for plastering and other applications where a smooth finish is required.
80. The crushing strength of sedimentary rock of lime stone is between

(A) 10 to 50 N/mm²

(B) 1 to 10 N/mm²

(C) 50 to 60 N/mm²

(D) 10 to 40 N/mm²

(E) Answer not known

Correct Answer: (C) 50 to 60 N/mm²

Explanation: Crushing strength is a measure of a rock's ability to withstand compressive loads. The crushing strength of sedimentary rock, specifically limestone, typically falls between 50 to 60 N/mm² .
81. In Mohori circle graph for maximum principal strain theory obtained shape is

(A) Square

(B) Ellipse

(C) Hexagon

(D) Parallelogram

(E) Answer not known

Correct Answer: (C) Hexagon

Explanation: The maximum principal strain theory, also known as St. Venant's theory, is one of the theories of failure used in engineering to predict when a material will fail under combined stress states. When plotted on a Mohr's circle graph, this theory is represented by a hexagon.
82. Maximum principal strain theory associated with

(A) Rankine theory

(B) Tresa's theory

(C) St. Venant theory

(D) Haisu theory

(E) Answer not known

Correct Answer: (C) St. Venant theory

Explanation: The maximum principal strain theory is associated with St. Venant theory. This theory states that failure will occur when the maximum principal strain in a body reaches the strain at the yield point in a simple tension test.
83. If the number of members in a frame are more than (2j-3) is known as

(A) Perfect frame

(B) Deficient frame

(C) Redundant frame

(D) All the above

(E) Answer not known

Correct Answer: (C) Redundant frame

Explanation: In structural analysis, a frame is classified based on the relationship between the number of members (m) and the number of joints (j). A redundant frame is one where the number of members is greater than what is required for a perfect frame, which is defined by the formula m > (2j-3). A redundant frame has more members than necessary for stability and is considered statically indeterminate.
84. When tensile stress in zero at a section then the relation between direct stress and bending stress will be

(A) $\sigma_{0}=\sigma_{b}$

(B) $\sigma_{0}>\sigma_{b}$

(C) $\sigma_{0}<\sigma_{b}$

(D) $\sigma_{0}\ne\sigma_{b}$

(E) Answer not known

Correct Answer: (A) $\sigma_{0}=\sigma_{b}$

Explanation: The total stress at a point in a section subjected to both direct stress ($\sigma_0$) and bending stress ($\sigma_b$) is the sum of the two. Tensile stress is considered positive. If the total tensile stress is zero, it means the compressive stress from the direct load is equal to the tensile stress from bending, which can be expressed as $\sigma_0 = \sigma_b$. This is the condition for a neutral axis.
85. State the resultant stress $\sigma_{R}$ when a member subjected to two like direct stresses in two mutually perpendicular direction, then the stresses on an oblique plane inclined at an angle

(A) $\sqrt{\sigma_n + \sigma_t}$

(B) $\sqrt{\sigma_n - \sigma_t}$

(C) $\sqrt{\sigma_n^{2} + \sigma_t^{2}}$

(D) $\sqrt{\sigma_n^{2} - \sigma_t^{2}}$

(E) Answer not known

Correct Answer: (C) $\sqrt{\sigma_n^{2} + \sigma_t^{2}}$

Explanation: When a member is subjected to two direct stresses in mutually perpendicular directions, the stresses on an oblique plane are a normal stress ($\sigma_n$) and a tangential stress ($\sigma_t$). The resultant stress ($\sigma_R$) is the vector sum of these two stresses and is given by the formula $\sigma_R = \sqrt{\sigma_n^{2} + \sigma_t^{2}}$.
86. The member is subjected to a simple shear stress '$\tau$' in the Inclined plane at an angle of $\theta$. The normal stress $\sigma_n=$

(A) $\tau~sin~\theta$

(B) $\tau~sin~2\theta$

(C) $\tau~cos~\theta$

(D) $\tau~cos~2\theta$

(E) Answer not known

Correct Answer: (B) $\tau~sin~2\theta$

Explanation: When a member is subjected to a simple shear stress '$\tau$', the normal stress ($\sigma_n$) on an inclined plane at an angle $\theta$ is given by the formula $\sigma_n = \tau~sin~2\theta$. This is derived from the stress transformation equations and is a fundamental concept in the mechanics of materials.
87. The Theory satisfactory for ductile materials is

(A) Maximum Shear Stress theory

(B) Maximum Principal Stress theory

(C) Strain Energy theory

(D) All the above

(E) Answer not known

Correct Answer: (A) Maximum Shear Stress theory

Explanation: The maximum shear stress theory, also known as Tresca's theory, is the most satisfactory theory of failure for ductile materials. This is because ductile materials fail due to yielding, which is a shear phenomenon. The theory predicts that failure will occur when the maximum shear stress in a material reaches the shear stress at the yield point in a simple tension test.
88. The following expressions represents the bending at a Section of the beam?

(A) $\frac{d^{4}y}{dx^{4}}EI$

(B) $\frac{d^{3}y}{dx^{3}}EI$

(C) $\frac{dy}{dx}EI$

(D) $\frac{d^{2}y}{dx^{2}}EI$

(E) Answer not known

Correct Answer: (D) $\frac{d^{2}y}{dx^{2}}EI$

Explanation: The bending moment (M) at a section of a beam is related to its curvature and material properties. The relationship is given by the flexural rigidity ($EI$) multiplied by the second derivative of the deflection curve (y) with respect to the distance along the beam (x), which is the curvature. Therefore, the expression for bending moment is $M = EI \frac{d^2y}{dx^2}$.
89. Tensile strain is

(A) Increase in length/Original length

(B) Decrease in length/Original length

(C) Change in volume/Original volume

(D) Original length/Increase in length

(E) Answer not known

Correct Answer: (A) Increase in length/Original length

Explanation: Strain is a measure of deformation. Tensile strain is the measure of how much a material has stretched or elongated under a tensile load. It is defined as the increase in length divided by the original length of the object.
90. A cantilever beam loaded at free end, the Bending moment Diagram is

(A) A Rectangle

(B) A triangle

(C) A Parabola

(D) A Trapezium

(E) Answer not known

Correct Answer: (B) A triangle

Explanation: A cantilever beam is a beam supported at only one end. When a cantilever beam is subjected to a point load at its free end, the bending moment is zero at the free end and increases linearly to a maximum value at the fixed support. This linear variation results in a triangular shape for the bending moment diagram.
91. The slope at both ends of the fixed Beam is

(A) Maximum

(B) Minimum

(C) Zero

(D) Constant

(E) Answer not known

Correct Answer: (C) Zero

Explanation: A fixed beam is a beam that is rigidly supported at both ends. Due to this rigid support, the ends of the beam cannot rotate. Therefore, the slope (angular displacement) at both ends of a fixed beam is always zero.
92. If a member is subjected to a uniform Bending moment (M), the radius of curvature of the differences form of the member is given by

(A) $\frac{M}{I}=\frac{E}{R}$

(B) $\frac{M}{E}=R/I$

(C) $M/R=E/I$

(D) $M/I=R/E$

(E) Answer not known

Correct Answer: (A) $\frac{M}{I}=\frac{E}{R}$

Explanation: The flexural formula, also known as the bending equation, relates the bending moment (M), modulus of elasticity (E), moment of inertia (I), and radius of curvature (R) of a beam. It is expressed as $\frac{M}{I}=\frac{E}{R}$.
93. Section modulus of circular Section is

(A) $\frac{\pi d^{3}}{64}$

(B) $\frac{\pi d^{3}}{36}$

(C) $\frac{\pi d^{3}}{32}$

(D) $\frac{\pi d^{3}}{48}$

(E) Answer not known

Correct Answer: (C) $\frac{\pi d^{3}}{32}$

Explanation: The section modulus (Z) is a geometric property of a section that determines its resistance to bending. For a circular section with diameter (d), the section modulus is calculated as $Z = \frac{I}{y_{max}}$, where I is the moment of inertia and $y_{max}$ is the distance from the neutral axis to the outermost fiber. For a circular section, $I = \frac{\pi d^4}{64}$ and $y_{max} = \frac{d}{2}$. Therefore, the section modulus is $Z = \frac{\pi d^4 / 64}{d / 2} = \frac{\pi d^3}{32}$.
94. A load acting at a point is known as

(A) Uniformly distributed load

(B) Uniformly varying load

(C) Point load

(D) Zero load

(E) Answer not known

Correct Answer: (C) Point load

Explanation: In structural engineering, loads are classified by how they are distributed. A load that is concentrated and acts over a very small area, and is thus considered to be acting at a single point, is known as a point load or a concentrated load.
95. The number of elastic constants of a linear, elastic, Isotropic material will be

(A) 3

(B) 5

(C) 2

(D) 4

(E) Answer not known

Correct Answer: (C) 2

Explanation: An isotropic material is one whose properties are the same in all directions. For a linear, elastic, and isotropic material, only two independent elastic constants are required to define its behavior. These can be any two of the following: Young's modulus (E), shear modulus (G), bulk modulus (K), and Poisson's ratio ($\nu$) .
96. If equal and opposite forces applied to a body tend to elongate it, the stress so produced is called

(A) Tangential stress

(B) Tensile stress

(C) Shearing stress

(D) Compressive stress

(E) Answer not known

Correct Answer: (B) Tensile stress

Explanation: Stress is the internal force per unit area within a body that develops to resist an external load. When a body is subjected to equal and opposite forces that tend to pull it apart or elongate it, the internal stress generated is called tensile stress.
97. A Body of weight W is placed on an inclined rough plane the inclination of the plane, with the horizontal is less than the angle of friction. The Body will

(A) Be in Equilibrium

(B) Move downwards

(C) Move upwards

(D) May Move upwards or downwards

(E) Answer not known

Correct Answer: (A) Be in Equilibrium

Explanation: The angle of friction is the maximum angle at which a body can be inclined on a rough plane without sliding down. If the inclination of the plane is less than the angle of friction, the component of the body's weight acting along the plane is not sufficient to overcome the static friction force. Therefore, the body will remain in equilibrium and will not move.
98. Dry Friction otherwise called as

(A) Wet Friction

(B) Static Friction

(C) Dynamic Friction

(D) Solid Friction

(E) Answer not known

Correct Answer: (D) Solid Friction

Explanation: Dry friction, also known as Coulomb friction or solid friction, is the force that opposes the relative motion of two solid surfaces in contact. It can be further divided into static friction (when surfaces are stationary) and kinetic friction (when they are in motion).
99. A body is consisted of _________ number of particles.

(A) Infinite

(B) Finite

(C) Hundreds

(D) Thousands

(E) Answer not known

Correct Answer: (B) Finite

Explanation: In physics and mechanics, a body is considered to be composed of a finite number of particles. This is a fundamental assumption for many calculations and theories, as it allows for the analysis of the body as a whole by considering the interactions of its constituent parts. An infinite number of particles would be a continuous medium, which is a different type of model.
100. Which of the following is a vector quantity?

(A) Density

(B) Acceleration

(C) Mass

(D) Volume

(E) Answer not known

Correct Answer: (B) Acceleration

Explanation: A vector quantity is a physical quantity that has both magnitude and direction. Acceleration is a vector quantity because it describes the rate of change of velocity, which includes both the change in speed (magnitude) and the change in direction. In contrast, density, mass, and volume are all scalar quantities, as they only have magnitude.
101. Thirunavukkarasar mentioned the unique architectural features of a temple in Tevaram

(A) Karakkoil

(B) Karkoil

(C) Chenkoil

(D) Kadambarkoil

(E) Answer not known

Correct Answer: (B) Karkoil

Explanation: Thirunavukkarasar, one of the Nayanars, mentioned the unique architectural feature of a temple called 'Karkoil' in his devotional hymns, the Tevaram. A Karkoil is a temple that is built entirely of stone, from the foundation to the vimana.
102. Out of Paripadal, Seventy songs Eight songs are dedicated to Lord

(A) Muruga

(B) Tirumal

(C) Korravai

(D) Kali

(E) Answer not known

Correct Answer: (A) Muruga

Explanation: The ancient Tamil literary work, Paripadal, originally contained seventy songs. Of these, eight songs are dedicated to Lord Muruga.
103. During the pratisha of Kali Temple, Kulothunga - I used which kind of stone as mentioned in Kalingathu Parani

(A) Emerald

(B) Marble

(C) Gems of defeated enemy's queens

(D) Diamond

(E) Answer not known

Correct Answer: (C) Gems of defeated enemy's queens

Explanation: The Tamil epic Kalingathu Parani mentions that during the consecration (pratisha) of the Kali Temple, King Kulothunga I used gems from the queens of his defeated enemies. This was meant to be a symbol of his victory and power.
104. How I can be able to describe about the town that has high towers and castle that touches the clouds which was that town?

(A) Ayothya

(B) Dhuvaraha

(C) Rishikesh

(D) Ramnagar

(E) Answer not known

Correct Answer: (A) Ayothya

Explanation: The city of Ayothya is described in ancient texts as a city with high towers and castles that seem to touch the clouds. This poetic description emphasizes the city's grandeur and its magnificent architecture.
105. Assertion [A]: Tevaram Portrays Siva in the company of his consort and son.
Reason [R]: The Somaskanda form represents Siva and uma shown seated in Sukhasana pose with Skanda between them.

(A) [A] is true but [R] is false

(B) Both [A] and [R] are true but [R] is the correct explanation of [A]

(C) [A] is false [R] is true

(D) Both [A] and [R] are true but [R] is not the correct explanation of [A] is correct

(E) Answer not known

Correct Answer: (B) Both [A] and [R] are true but [R] is the correct explanation of [A]

Explanation: Both the assertion [A] and the reason [R] are true, and the reason provides the correct explanation for the assertion. The Tevaram hymns often depict Lord Shiva with his consort and son (Assertion [A]). This form is known as Somaskanda, which specifically shows Shiva and Uma seated in the Sukhasana pose with their son Skanda (Subrahmanya) between them (Reason [R]).
106. The term 'Kottam' mentioned in the following section of Silappathikaram

(A) Vettuvavari

(B) Pathitrupathu

(C) Paripadal

(D) Pattinappalai

(E) Answer not known

Correct Answer: (A) Vettuvavari

Explanation: The term 'Kottam,' which refers to a temple or shrine, is mentioned in the Vettuvavari section of the ancient Tamil epic Silappathikaram .
107. Assertion [A]: The pancaratra texts contains the construction of temple, making of the idols and their installations.
Reason [R]: These topics are brought under the third division of the Agama called Kriyapada.

(A) [A] is true

(B) [A] is true [R] is false

(C) Both [A] and [R] are false

(D) Both [A] and [R] are true, and [R] is the correct explanation of [A]

(E) Answer not known

Correct Answer: (D) Both [A] and [R] are true, and [R] is the correct explanation of [A]

Explanation: Both the assertion [A] and the reason [R] are true, and the reason provides the correct explanation. The Pancaratra texts contain detailed instructions on temple construction, idol making, and installation (Assertion [A]). These topics fall under the Kriyapada, which is the third division of the Agama texts that deals with the practical aspects of ritual and temple construction (Reason [R]).
108. Trivikrama sculpture should have

(A) eight arms

(B) two arms

(C) four arms

(D) twelve arms

(E) Answer not known

Correct Answer: (C) four arms

Explanation: The Trivikrama form of Vishnu is a popular subject in sculpture. In this form, Lord Vishnu is typically depicted with four arms.
109. The Recognized incarnations of Vishnu

(A) 6 (Six)

(B) 12 (Twelve)

(C) 10 (Ten)

(D) 24 (Twenty Four)

(E) Answer not known

Correct Answer: (C) 10 (Ten)

Explanation: The most widely recognized incarnations (avatars) of Vishnu are ten in number, known as the Dasavatara. These incarnations are Matsya, Kurma, Varaha, Narasimha, Vamana, Parashurama, Rama, Krishna, Buddha, and Kalki.
110. Choose the right answers:

(i) The Vaikanasa Agamas are mainly concerned with worship of the Lord in a concrete form.

(ii) The selection of site, building of the temple choosing materials were explained in the Vaikanasa Agama.

(iii) The Installation of the Idols and the need to worship were explained in the Vaikanasa Agama.

(A) (i), (ii)

(B) (ii), (iii)

(C) (i), (ii), (iii)

(D) (iii), (i)

(E) Answer not known

Correct Answer: (C) (i), (ii), (iii)

Explanation: All three statements are correct regarding the Vaikanasa Agamas. The Vaikanasa Agamas are a set of texts that deal with the worship of Lord Vishnu. They provide detailed instructions for the worship of the Lord in a tangible or concrete form (i). They also explain the procedures for selecting a site, constructing a temple, and choosing the right materials (ii). Furthermore, they provide a guide for the installation of idols and the rituals of worship (iii).
111. Assertion [A]: Salagrama can be used in the place of the idol.
Reason [R]: It is a stone circular in shape and is black in colour.

(A) [A] is true but [R] is false

(B) Both [A] and [R] are true

(C) Both [A] and [R] are true and [R] is the correct explanation of [A]

(D) [A] is false [R] is true

(E) Answer not known

Correct Answer: (B) Both [A] and [R] are true

Explanation: Both the assertion and the reason are true statements, but the reason is not a direct explanation of the assertion. A Salagrama is a sacred stone, typically black and circular, that is considered a natural representation of Lord Vishnu. Because of its sacred nature, it is used as a substitute for an idol in worship (Assertion [A]). The description of its physical properties (Reason [R]) is accurate, but it does not fully explain why it can be used in place of an idol; its sanctity is the primary reason. Hence, both statements are true, but the reason is not the correct explanation.
112. Choose the right answer:

(i) The consorts of the Vyuha deities are Lakshmi, Kirti, Jaya and Maya.

(ii) Sri and Bhudevi as two female deities who are consorts of Vishnu.

(iii) Seven mothers are admitted in the Pancaratra.

(A) (ii) and (iii)

(B) (ii)

(C) (i), (ii) and (iii)

(D) (i)

(E) Answer not known

Correct Answer: (A) (ii) and (iii)

Explanation: Statement (ii) is correct, as Sri and Bhudevi are the two primary consorts of Lord Vishnu. Statement (iii) is also correct, as the concept of the seven mothers is recognized within the Pancaratra tradition. However, statement (i) is incorrect. The consorts of the Vyuha deities are often identified as Lakshmi and other associated goddesses, but not in this specific combination with Jaya and Maya.
113. _________ refers to one of the twenty-eight Siddhantagama.

(A) Vimanarchana kalpa

(B) Kumaratantra

(C) Suprahbedagama

(D) Brihatsamhita

(E) Answer not known

Correct Answer: (C) Suprahbedagama

Explanation: The Siddhantagamas are a collection of texts that form the basis of Shaivism. The Suprahbedagama is one of the twenty-eight Siddhantagamas, which detail various aspects of worship, philosophy, and temple construction.
114. Mudras are mentioned in the following Agama

(A) Vaikanasa Agama

(B) Suprabheda Agama

(C) Pancaratra Agama

(D) Niruthi Agama

(E) Answer not known

Correct Answer: (C) Pancaratra Agama

Explanation: The Pancaratra Agama is a set of Vaishnava texts. It contains a detailed discussion of mudras, which are ritualistic hand gestures used in worship and meditation.
115. The Four Padas are not included in the following Agamas

(A) Kamika Agama

(B) Suprabheda Agama

(C) Mrgendra Agama

(D) Kirana Agama

(E) Answer not known

Correct Answer: (A) Kamika Agama

Explanation: The Four Padas (Jñana, Yoga, Kriya, and Carya) form the standard structure of many Agamic texts. The Kamika Agama, a prominent Shaiva text, includes these four padas. All of the listed Agamas follow this structure, so the question as posed may have an issue.
116. 'Agama rupinyai namah' means

(A) Siva is the form of universe

(B) Devi is the form of the Agamas

(C) Agama removes karma

(D) All the above

(E) Answer not known

Correct Answer: (B) Devi is the form of the Agamas

Explanation: The phrase 'Agama rupinyai namah' is a mantra that translates to "Salutations to her who is the form of the Agamas." This phrase is a devotional expression used to worship the Goddess (Devi) as the embodiment of the sacred Agamas.
117. Temple worship Rituals were elaborated from the period of

(A) The Pallavas

(B) The Cholas

(C) The Pandyas

(D) The Vijayanagaras

(E) Answer not known

Correct Answer: (A) The Pallavas

Explanation: The Pallava period (c. 275 CE to 897 CE) is considered a significant era for the development of temple architecture and rituals. During this time, the construction of stone temples and the codification of worship rituals became more elaborate and formalized, laying the groundwork for later dynasties.
118. To understand the temple structure this knowledge is necessary

(A) Vedic

(B) Agamic

(C) Purana

(D) Ethikasam

(E) Answer not known

Correct Answer: (B) Agamic

Explanation: The Agamas are a vast collection of Sanskrit scriptures that provide a detailed framework for temple construction, iconography, and rituals. To understand the structure and symbolism of a traditional Hindu temple, knowledge of Agamic traditions is essential.
119. Choose the wrong answer:

(i) Agamas are known as Tantras

(ii) Tantra means spreading out of cosmic energy

(iii) The system of tantra avoids that the universal energy

(A) (i) only

(B) (iii) only

(C) (ii) only

(D) (i) and (ii) only

(E) Answer not known

Correct Answer: (B) (iii) only

Explanation: Statement (iii) is the incorrect one. The term 'Tantra' is closely related to the Agamas and is a system of spiritual practice that aims to harness and integrate universal energy, not to avoid it. Thus, the system of tantra does not avoid universal energy, but rather works with it.
120. Tirumular mentioned the number of Agamas in his Tirumantra

(A) 3

(B) 9

(C) 18

(D) 28

(E) Answer not known

Correct Answer: (D) 28

Explanation: Tirumular, a revered Tamil saint and poet, mentioned the number of Agamas as twenty-eight in his seminal work, the Tirumandiram.
121. The thickness of gusset plate is usually designed to be proportional to

(A) Length of truss member

(B) Maximum load carried by the connected member

(C) Span of the truss

(D) Thickness of the connected member

(E) Answer not known

Correct Answer: (D) Thickness of the connected member

Explanation: A gusset plate is a flat plate used to connect members of a truss or frame. The thickness of a gusset plate is typically designed to be proportional to the thickness of the members it connects to ensure a strong and reliable joint. This ensures that the joint has a similar load-carrying capacity as the members themselves.
122. As per IS 800: 2007, the design strength due to yielding of the gross section of tension member is

(A) $T_{dg}=\frac{A_{g}f_{y}}{r_{mo}}$

(B) $T_{dg}=\frac{0.9 A_{n}f_{y}}{r_{mo}}$

(C) $T_{dg}=\frac{A_{g}f_{u}}{r_{mo}}$

(D) $T_{dg}=\frac{0.9 A_{n}f_{u}}{r_{mo}}$

(E) Answer not known

Correct Answer: (A) $T_{dg}=\frac{A_{g}f_{y}}{r_{mo}}$

Explanation: According to IS 800:2007, which is the Indian Standard for steel structures, the design strength of a tension member due to yielding of the gross section ($T_{dg}$) is calculated using the formula $T_{dg}=\frac{A_{g}f_{y}}{r_{mo}}$. Here, $A_g$ is the gross cross-sectional area, $f_y$ is the yield stress of the material, and $r_{mo}$ is the partial safety factor for the material's strength.
123. Penetration of weld is better in _________ type of welding.

(A) Shielded Metal Arc Welding (SMAW)

(B) Resistance Spot Welding

(C) Submerged Arc Welding (SAW)

(D) Gas Tungsten Arc Welding (GTAW)

(E) Answer not known

Correct Answer: (C) Submerged Arc Welding (SAW)

Explanation: Weld penetration refers to the depth to which the weld metal extends into the base metal. Submerged Arc Welding (SAW) provides better weld penetration compared to other welding types. This is because the arc is submerged under a layer of granular flux, which protects it from atmospheric contamination and allows for the use of high welding currents, leading to deeper penetration.
124. As per IS 800: 2007 transverse stiffness provided is considered unstiffened when spacing of stiffness is greater than

(A) d

(B) 2d

(C) 3d

(D) d/2

(E) Answer not known

Correct Answer: (C) 3d

Explanation: In structural engineering, stiffeners are used in plate girders to prevent buckling. According to IS 800:2007, a transverse stiffener is considered ineffective or "unstiffened" if the spacing between the stiffeners is greater than 3d, where 'd' is the depth of the girder. This is because the plate may still buckle between the stiffeners if the spacing is too large.
125. Permissible Max vertical deflection of gantry girders, using manually operated crave is

(A) L/1000

(B) L/100

(C) L/500

(D) L/750

(E) Answer not known

Correct Answer: (C) L/500

Explanation: Gantry girders are beams used to support cranes. The maximum permissible vertical deflection is a critical design parameter to ensure the safe and proper operation of the crane. For a gantry girder with a manually operated crane, the maximum vertical deflection is specified as L/500, where 'L' is the span of the girder.
126. As per IS 805 - 1995, a minimum thickness of the steel section to account for corrosion of roof plates over 9.0 m diameter tank is

(A) 5 mm

(B) 3 mm

(C) 10 mm

(D) 8 mm

(E) Answer not known

Correct Answer: (D) 8 mm

Explanation: IS 805:1995 provides guidelines for the design and construction of steel structures. It specifies minimum thicknesses for various structural elements to account for corrosion and ensure durability. For the roof plates of a steel tank with a diameter greater than 9.0 m, the minimum thickness to account for corrosion is 8 mm.
127. The function of longitudinal reinforcement in a column are

(A) To resist tensile stresses caused in column due to eccentric load, moment (or) transverse load

(B) To prevent longitudinal buckling of longitudinal reinforcement

(C) To hold longitudinal reinforcement in position at the force of concreting

(D) To resist diagonal tension

(E) Answer not known

Correct Answer: (A) To resist tensile stresses caused in column due to eccentric load, moment (or) transverse load

Explanation: In a reinforced concrete column, the primary function of longitudinal reinforcement is to resist the tensile stresses that can be induced by eccentric loads, bending moments, or transverse loads. While it also contributes to the column's compressive strength and helps resist buckling, its main role is to handle these tensile forces.
128. The ratio of effective length of the column to its least lateral dimension is not less than 12, it is termed as

(A) Long column

(B) Short column

(C) Medium column

(D) Effective column

(E) Answer not known

Correct Answer: (A) Long column

Explanation: In column design, the ratio of a column's effective length to its least lateral dimension is a key parameter that determines whether it is a short or a long column. If this ratio is not less than 12, the column is classified as a long column. Long columns are more susceptible to buckling and require different design considerations than short columns.
129. The effective length of column, which is effectively held in position at both ends and restrained against rotation at one end.

(A) 1.0 l

(B) 0.5 l

(C) 0.7 1

(D) 2.0 1

(E) Answer not known

Correct Answer: (C) 0.7 l

Explanation: The effective length ($l_e$) of a column is a concept used in buckling analysis. It depends on the end conditions of the column. For a column that is effectively held in position at both ends but restrained against rotation at only one end, the effective length is taken as 0.7 times its actual length (l).
130. As per IS 456: 2000, the minimum number of longitudinal bars to be used in circular column is

(A) 4

(B) 6

(C) 8

(D) 3

(E) Answer not known

Correct Answer: (B) 6

Explanation: IS 456:2000 is the Indian Standard code of practice for plain and reinforced concrete. According to the code, the minimum number of longitudinal reinforcement bars that should be used in a circular column is 6.
131. If ratio of effective length to least lateral dimension of column is less than 12, then it should be designed as

(A) Long column

(B) Short column

(C) Medium column

(D) Steel column

(E) Answer not known

Correct Answer: (B) Short column

Explanation: A column is classified as a short column if the ratio of its effective length to its least lateral dimension is less than 12. Short columns primarily fail due to crushing, not buckling, so they are designed to handle compressive loads without buckling.
132. The total settlement of a footing in a clay is

(A) $S=S_{i}+S_{c}$

(B) $S=S_{i}+S_{c}+S_{s}$

(C) $S=(S_{i}+S_{c})/2$

(D) $S=(S_{i}+S_{c}+S_{s})/2$

(E) Answer not known

Correct Answer: (B) $S=S_{i}+S_{c}+S_{s}$

Explanation: The total settlement (S) of a footing in clay soil is the sum of three components: immediate elastic settlement ($S_i$), primary consolidation settlement ($S_c$), and secondary consolidation settlement ($S_s$). Immediate settlement occurs as soon as the load is applied, primary consolidation occurs over time as water is squeezed out of the clay, and secondary consolidation is a long-term creep-like settlement.
133. As per IS 1343-2012, High strength prestressed concrete grade starts from grade

(A) M-20

(B) M-25

(C) M-30

(D) M-35

(E) Answer not known

Correct Answer: (D) M-35

Explanation: IS 1343:2012 provides specifications for prestressed concrete. According to this standard, the use of high-strength prestressed concrete begins from grade M35. This grade and higher are required for prestressed applications due to the high stresses involved.
134. Uniformly distributed load on a concrete beam can be effectively counter balanced by selecting

(A) Concentric cable

(B) Eccentric cable

(C) Parabolic cable

(D) Linearly varying profile with zero eccentricity and centre of beam

(E) Answer not known

Correct Answer: (C) Parabolic cable

Explanation: In prestressed concrete beams, the prestressing force in the cables is used to counteract the effects of external loads. A uniformly distributed load on a beam creates a parabolic bending moment diagram. To effectively counteract this, a cable with a parabolic profile is used, as it induces an upward force that mimics the shape of the load.
135. As per IS 456: 2000, permissible shear stress ($\tau_{C}$) in M25 grade concrete beams with tensile reinforcement above 3.0% (No shear reinforcement) is

(A) $0.57~N/mm^{2}$

(B) $0.51~N/mm^{2}$

(C) $0.60~N/mm^{2}$

(D) $0.44~N/mm^{2}$

(E) Answer not known

Correct Answer: (C) $0.60~N/mm^{2}$

Explanation: IS 456:2000 provides tables for the design shear strength of concrete beams. For an M25 grade concrete beam with a tensile reinforcement percentage of 3.0% or more, the permissible shear stress ($\tau_{C}$) is $0.60~N/mm^{2}$. This value is the maximum allowable shear stress that the concrete itself can withstand without additional shear reinforcement.
136. As per IS 456: 2000, for bars in compression, development length $L_d$ is given by $L_d=$

(A) $\frac{\phi\sigma_s}{4\tau_{bd}}$

(B) $\frac{\phi\sigma_s}{5\tau_{bd}}$

(C) $\frac{\phi\sigma_{sc}}{5\tau_{bd}}$

(D) $\frac{\phi\sigma_{sc}}{4\tau_{bd}}$

(E) Answer not known

Correct Answer: (D) $\frac{\phi\sigma_{sc}}{4\tau_{bd}}$

Explanation: The development length ($L_d$) is the minimum length of a reinforcement bar that must be embedded in concrete to ensure that the stress in the bar can be transmitted to the concrete without slipping. As per IS 456:2000, for bars in compression, the development length is given by the formula $L_d = \frac{\phi\sigma_{sc}}{4\tau_{bd}}$. Here, $\phi$ is the nominal diameter of the bar, $\sigma_{sc}$ is the compressive stress in the bar, and $\tau_{bd}$ is the design bond stress.
137. When actual reinforcement is more than theoretically required, so that actual stress ($\sigma_s$) of steel less than full resistance, the development length may be reduced by the relation. Development length is per IS 456: 2000. Reduced development length =

(A) $L_{dr}=L_{d}(\frac{A_{st}~required}{A_{st}~provided})$

(B) $L_{dr}=L_{d}(\frac{A_{st}~provided}{A_{st}~required})$

(C) $L_{dr}=L_{d}\times A_{st}$ provided $\times$ Ast required

(D) $L_{dr}=\frac{A_{st}(Required)}{L_{d}}$

(E) Answer not known

Correct Answer: (A) $L_{dr}=L_{d}(\frac{A_{st}~required}{A_{st}~provided})$

Explanation: In reinforced concrete design, if more reinforcement is provided than theoretically required, the actual stress in the steel will be lower. This means a smaller development length is needed to transfer the force to the concrete. As per IS 456:2000, the reduced development length ($L_{dr}$) is calculated by multiplying the standard development length ($L_d$) by the ratio of the required area of steel ($A_{st}~required$) to the provided area of steel ($A_{st}~provided$).
138. The economical depth of T-beam is

(A) $d=\frac{r.M}{\sigma_{st} j b_{w}}$

(B) $d=\sqrt{\frac{r.M}{\sigma_{st} j b_{w}}}$

(C) $d=\frac{M}{\sigma_{st} j b_{w}}$

(D) $d=\sqrt{\frac{M}{\sigma_{st} j b_{w}}}$

(E) Answer not known

Correct Answer: (B) $d=\sqrt{\frac{r.M}{\sigma_{st} j b_{w}}}$

Explanation: The economical depth (d) of a T-beam is a design consideration that balances cost and structural efficiency. The formula to determine this depth involves the cost ratio of steel to concrete (r), the bending moment (M), the permissible stress in steel ($\sigma_{st}$), the lever arm (j), and the width of the web ($b_w$). The correct expression is $d=\sqrt{\frac{r.M}{\sigma_{st} j b_{w}}}$.
139. As per IS 456:2000 minimum mild steel reinforcement in either of the total cross direction in slabs shall not be less than _________ sectional area.

(A) 0.12%

(B) 0.15%

(C) 0.10%

(D) 0.08%

(E) Answer not known

Correct Answer: (B) 0.15%

Explanation: According to IS 456:2000, a minimum amount of reinforcement is required in concrete slabs to control cracking and provide adequate strength. For mild steel reinforcement, the minimum area of steel in both directions of the slab must not be less than 0.15% of the total cross-sectional area.
140. The permissible direct tensile stress for M15 grade concrete shall not be greater than

(A) $3.6~N/mm^{2}$

(B) $3.2~N/mm^{2}$

(C) $2.8~N/mm^{2}$

(D) $2.0~N/mm^{2}$

(E) Answer not known

Correct Answer: (C) $2.8~N/mm^{2}$

Explanation: The permissible direct tensile stress, also known as the modulus of rupture or flexural strength, is a measure of concrete's ability to resist tensile forces. For M15 grade concrete, this value is specified not to be greater than $2.8~N/mm^{2}$. This value is an important parameter in the design of concrete structures where tensile forces are a concern.
141. What is the range land fill site located from an Airport or airbase does not require any approval from airport or airbase authorities under municipal solid waste rules 2000?

(A) Beyond 20 km

(B) Beyond 30 km

(C) Beyond 25 km

(D) Beyond 50 km

(E) Answer not known

Correct Answer: (A) Beyond 20 km

Explanation: Under the Municipal Solid Waste Rules, 2000, a landfill site located beyond 20 km from the nearest airport or airbase does not require any specific approval from the airport or airbase authorities. This rule is in place to prevent bird activity at the landfill from interfering with aircraft operations.
142. Acceptable noise levels (dBA) for hospital (ward) is as per WHO is

(A) 20-35 (dBA)

(B) 30-40 (dBA)

(C) 35-45 (dBA)

(D) 40-60 (dBA)

(E) Answer not known

Correct Answer: (B) 30-40 (dBA)

Explanation: The World Health Organization (WHO) provides guidelines for noise levels in various environments to protect public health. For a hospital ward, which requires a quiet environment for patient recovery, the acceptable noise level is between 30-40 dBA. This low noise level minimizes disruption to patients and staff.
143. Total volume of wastewater generated per litre of alcohol produced is in the range of any one of the following is

(A) 50-70 litres

(B) 150-180 litres

(C) 60-100 litres

(D) None of the above

(E) Answer not known

Correct Answer: (A) 50-70 litres

Explanation: Industrial processes, particularly in distilleries, produce a significant amount of wastewater. The total volume of wastewater generated per litre of alcohol produced is typically in the range of 50-70 litres. This wastewater is highly polluted and requires proper treatment before discharge.
144. Considering the following statements the approximate analysis of waste water from a typical pulp and paper mill;

(1) pH value: 8.0-9.0

(2) Total solids: 1500-2500 mg/l

(3) Suspended solids: 1600-15,000 mg/l

(4) COD: 3,000 to 25,000 mg/l

Which of the above statements are correct?

(A) (1) and (2)

(B) (1) and (3)

(C) (1) and (4)

(D) (2) and (4)

(E) Answer not known

Correct Answer: (C) (1) and (4)

Explanation: An approximate analysis of wastewater from a typical pulp and paper mill reveals specific characteristics. The pH value is typically in the range of 8.0-9.0 (1), and the Chemical Oxygen Demand (COD) is high, ranging from 3,000 to 25,000 mg/l (4). The values for total solids and suspended solids are also high but the numbers provided in (2) and (3) are incorrect. The high COD and alkaline pH make this wastewater particularly challenging to treat.
145. The most favourable initial C/N ratio for rapid composting and provide necessary nitrogen in available form in the finished compost is

(A) 10

(B) 30

(C) 20

(D) 25

(E) Answer not known

Correct Answer: (B) 30

Explanation: Composting is the process of decomposing organic waste. The carbon-to-nitrogen (C/N) ratio is a crucial factor in this process. A ratio of approximately 30 is considered the most favorable for rapid composting, as it provides a good balance for the microorganisms to break down the organic material efficiently. This ratio also ensures that there is enough nitrogen available in the finished compost for plant use.
146. An average sewage contains about _________ percent pure water.

(A) 90.0

(B) 85.0

(C) 99.9

(D) 80.0

(E) Answer not known

Correct Answer: (C) 99.9

Explanation: Despite its appearance and odor, an average sewage consists of about 99.9% pure water. The remaining 0.1% consists of solids, which are the main cause of pollution and require treatment before the water can be safely discharged back into the environment.
147. The stone ware pipe sewer should safely stand up to a hydraulic pressure of

(A) $1.4~kg/cm^{2}$

(B) $14~kg/cm^{2}$

(C) $0.14~kg/cm^{2}$

(D) $144~kg/cm^{2}$

(E) Answer not known

Correct Answer: (A) $1.4~kg/cm^{2}$

Explanation: Stoneware pipes are a type of sewer pipe known for their durability and resistance to chemical corrosion. They are designed to withstand a certain amount of hydraulic pressure. A stoneware pipe sewer should safely stand up to a hydraulic pressure of $1.4~kg/cm^{2}$.
148. While the per capita consumption for water supply is kept at a minimum of 135 litres per capita per day (lped), the sewers should be designed for a maximum flow of

(A) 100 lped

(B) 110 lped

(C) 90 lped

(D) 150 lped

(E) Answer not known

Correct Answer: (B) 110 lped

Explanation: Sewers are designed to handle wastewater flow, which is typically a fraction of the total water supplied. While the minimum per capita water supply is 135 lped, a portion of this water is consumed or lost. Therefore, sewers are designed for a maximum flow of 110 lped, which accounts for the actual wastewater generated.
149. For a town with a population over 2,00,000 or where buildings of three or more storeys are common, the minimum residual pressure head should be

(A) 15 m above the ground level

(B) 10.5 m above the ground level

(C) 6.5 m above the ground level

(D) 1.5 m above the ground level

(E) Answer not known

Correct Answer: (B) 10.5 m above the ground level

Explanation: In water supply systems, the residual pressure head is the pressure remaining in the pipes after the water has reached the consumer. For a large town or one with multi-storey buildings, a higher pressure is needed to ensure water reaches all floors. The minimum residual pressure head is specified as 10.5 m above the ground level to meet these requirements.
150. Considering the following statements: A lamp hole is usually of small openings on lines of Sewer to (1) permit the insertion of a lamp into the Sewer (2) detect any obstructions inside the Sewer (3) stop the insertion of a lamp into the Sewer (4) stop the detection of obstructions inside the Sewer. Which of the above statements are correct?

(A) (1) and (2)

(B) (2) and (3)

(C) (3) and (4)

(D) (1) and (4)

(E) Answer not known

Correct Answer: (A) (1) and (2)

Explanation: A lamp hole is a small opening in a sewer line that is used for inspection purposes. The name comes from its function: a lamp is lowered into the hole, and a person at the next manhole can see the light, indicating that the sewer line is clear. Therefore, its purpose is to permit the insertion of a lamp (1) and to detect any obstructions (2).
151. Consider the following statements, It is evident from the Time-Intensity Frequency curves, the intensity of rainfall is

(A) Proportional to the duration of rainfall

(B) Equal to the duration of rainfall

(C) Inversely proportional to the duration of rainfall

(D) Greater for longer duration

(E) Answer not known

Correct Answer: (C) Inversely proportional to the duration of rainfall

Explanation: Time-Intensity-Frequency (TIF) curves, also known as Intensity-Duration-Frequency (IDF) curves, are a graphical representation of rainfall data. From these curves, it is evident that the intensity of rainfall is inversely proportional to its duration. This means that shorter, more intense rainfall events are more common, while long-duration events tend to have lower intensity .
152. Let, $V=$ Velocity of flow at the outlet of pipe. Head loss at outlet of pipe '$h_0$' is calculated from any one of the following equation

(A) $h_0=\frac{2g}{V}$

(B) $h_0=\frac{2g}{V^{2}}$

(C) $h_0=V^{2}\times2g$

(D) $h_0=\frac{V^{2}}{2g}$

(E) Answer not known

Correct Answer: (D) $h_0=\frac{V^{2}}{2g}$

Explanation: In fluid mechanics, head loss is a measure of the energy loss in a fluid flow due to friction and other factors. The head loss at the outlet of a pipe ($h_0$) is a type of minor loss that is calculated using the formula $h_0 = \frac{V^{2}}{2g}$, where $V$ is the velocity of the flow and $g$ is the acceleration due to gravity. This is also known as the velocity head.
153. In fresh water which has a density of $1000~kg/m^{3}$, the pressure at a depth of 10 m is

(A) $9.81~kN/m^{3}$

(B) $9.81~kN/m^{2}$

(C) $98.1~kN/m^{3}$

(D) $98.1~kN/m^{2}$

(E) Answer not known

Correct Answer: (D) $98.1~kN/m^{2}$

Explanation: The hydrostatic pressure at a certain depth in a fluid is calculated using the formula $P = \rho g h$, where $P$ is the pressure, $\rho$ is the density of the fluid, $g$ is the acceleration due to gravity ($9.81~m/s^2$), and $h$ is the depth. Given a density of $1000~kg/m^3$ and a depth of 10 m, the pressure is $P = (1000~kg/m^3) \times (9.81~m/s^2) \times (10~m) = 98100~N/m^2 = 98.1~kN/m^2$.
154. The process, thereby the Earth's water balance is maintained between precipitation and evaporation continue for ever, known as

(A) Water Cycle

(B) Precipitation Cycle

(C) Hydrological Cycle

(D) Evaporation Cycle

(E) Answer not known

Correct Answer: (C) Hydrological Cycle

Explanation: The hydrological cycle, also known as the water cycle, is the continuous movement of water on, above, and below the surface of the Earth.
This process, which includes precipitation and evaporation, maintains the Earth's water balance and is essential for all life on the planet.
155. Hardness of water is _________ present in water.

(A) Alkalinity

(B) Acidity

(C) Chloride

(D) Fluride

(E) Answer not known

Correct Answer: (A) Alkalinity

Explanation: Hardness of water is a measure of the concentration of dissolved minerals, primarily calcium and magnesium. These minerals are typically in the form of carbonates and bicarbonates, which contribute to the alkalinity of the water.
Therefore, the hardness of water is directly related to its alkalinity.
156. Considering Indian Standard Drinking Water specification (IS - 10500: 1991); Match List I (Characteristics) with List II (Permissible limits) and select the correct answer using the codes given below the lists:

List I (Characteristics)

(a) Colour (Hazen)

(b) Turbidity (NTu)

(c) Chlorides (mg/l)

(d) Total Hardness (mg/l)

List II (Permissible limits)

1. 10

2. 25

3. 600

4. 1000

(A) 1, 2, 3, 4

(B) 2, 1, 4, 3

(C) 3, 4, 1, 2

(D) 4, 1, 2, 3

(E) Answer not known

Correct Answer: (A) 1, 2, 3, 4

Explanation: According to the Indian Standard Drinking Water specification (IS-10500:1991), the permissible limits for the specified characteristics are as follows: (a) Colour (Hazen) has a permissible limit of 10 (1). (b) Turbidity (NTu) has a permissible limit of 25 (2). (c) Chlorides (mg/l) have a permissible limit of 600 (3). (d) Total Hardness (mg/l) has a permissible limit of 1000 (4).
157. Specific speed 'Ns' for pumps is determined from any one of the following equation is

(A) $N_s=\frac{NQ^{1/2}}{Hp^{3/4}}$

(B) $N_s=\frac{N}{Hp}$

(C) $N_s=\frac{NQ}{Hp}$

(D) $N_s=\frac{Hp}{NQ}$

(E) Answer not known

Correct Answer: (A) $N_s=\frac{NQ^{1/2}}{Hp^{3/4}}$

Explanation: The specific speed ($N_s$) of a pump is a parameter that characterizes its performance and is used to select the appropriate type of pump for a given application.
It is defined by the formula $N_s=\frac{NQ^{1/2}}{Hp^{3/4}}$. Here, $N$ is the rotational speed, $Q$ is the discharge, and $H_p$ is the total head developed by the pump.
158. Let, the water containing uniformly distributed sediment enters into a horizontally flowing rectangular tank with a uniform velocity 'V. If Q is the discharge entering the basin, the flow velocity 'V' is given as;

(A) $V=Q\times B\times H$

(B) $V=\frac{Q}{B\cdot H}$

(C) $V=B\cdot H/Q$

(D) $V=\frac{Q\times B}{H}$

(E) Answer not known

Correct Answer: (B) $V=\frac{Q}{B\cdot H}$

Explanation: In a rectangular tank, the flow velocity ($V$) is related to the discharge ($Q$) and the cross-sectional area of the flow.
The cross-sectional area is the product of the width ($B$) and the depth ($H$) of the tank.
Therefore, the flow velocity is given by the equation $V=\frac{Q}{B \cdot H}$.
159. Run-off is the water which flows

(A) In streams

(B) In sewer pipes

(C) In infiltration galleries

(D) Due to leakage of pipes

(E) Answer not known

Correct Answer: (A) In streams

Explanation: Runoff is the portion of precipitation that flows over the ground surface and into streams, rivers, and other bodies of water.
It is a key component of the water cycle and is distinct from water flowing in man-made structures like sewer pipes.
160. The bio chemical treatment of sewage effluent is a process of

(A) Deoxidation

(B) Oxidation

(C) Sedimentation

(D) Self-purification

(E) Answer not known

Correct Answer: (B) Oxidation

Explanation: Biochemical treatment of sewage effluent involves using microorganisms to break down and stabilize organic matter.
This process is essentially a controlled oxidation, where the microorganisms consume the organic pollutants in the presence of oxygen, converting them into more stable compounds.
This is a fundamental step in most modern wastewater treatment plants.
161. Which of the following is not an assumption in plastic theory?

(A) Material is homogeneous and Isotropic

(B) Strain hardening is considered

(C) Plane sections remain plane

(D) Shear deformations are negligible

(E) Answer not known

Correct Answer: (B) Strain hardening is considered

Explanation: Plastic theory is a method of structural analysis that accounts for the plastic behavior of materials. One of its key assumptions is that strain hardening is negligible.
The theory simplifies the stress-strain curve by assuming that once the material reaches its yield point, it continues to deform without an increase in stress.
This is in contrast to elastic theory, which assumes a linear stress-strain relationship.
162. The shape factor of a circular section of 0.1 m diameter is

(A) 1.5

(B) 1.7

(C) 2.3

(D) 5.8

(E) Answer not known

Correct Answer: (B) 1.7

Explanation: The shape factor is a geometric property of a cross-section that represents its plastic moment capacity relative to its elastic moment capacity. It is defined as the ratio of the plastic section modulus ($Z_p$) to the elastic section modulus ($Z_e$). For a circular section, the shape factor is always approximately 1.7, regardless of its diameter. This is a constant value for the shape of a circle.
163. What is the expression to determine factor of safety due to sliding failure for retaining walls?

(A) $\frac{2\mu\Sigma W}{H}$

(B) $\frac{4\mu\Sigma W}{H}$

(C) $\frac{\mu\Sigma W}{H}$

(D) $\frac{5\mu\Sigma W}{H}$

(E) Answer not known

Correct Answer: (C) $\frac{\mu\Sigma W}{H}$

Explanation: The factor of safety against sliding failure of a retaining wall is the ratio of the total resisting force to the total driving force. The resisting force is primarily due to friction, which is the product of the coefficient of friction ($\mu$) and the total vertical force (sum of weights, $\Sigma W$). The driving force is the horizontal force from the retained earth (H). Therefore, the expression is $\frac{\mu\Sigma W}{H}$.
164. Surcharge loads on the backfill of a retaining wall is?

(A) Decrease lateral earth pressure

(B) Increase lateral earth pressure

(C) Have no effect on lateral earth pressure

(D) Only affect overturning stability

(E) Answer not known

Correct Answer: (B) Increase lateral earth pressure

Explanation: A surcharge load is an additional load placed on the backfill material behind a retaining wall, such as a building or traffic.
This additional load increases the total pressure on the soil, which in turn increases the lateral earth pressure exerted by the soil on the retaining wall.
165. The active earth pressure co-efficient ($K_a$) is typically?

(A) Greater than the passive earth pressure co-efficient

(B) Less than the passive earth pressure co-efficient

(C) Equal to the passive earth pressure co-efficient

(D) Not related to the passive earth pressure co-efficient

(E) Answer not known

Correct Answer: (B) Less than the passive earth pressure co-efficient

Explanation: In soil mechanics, active earth pressure is the minimum lateral pressure a soil mass exerts on a retaining wall as the wall moves away from the soil.
Passive earth pressure is the maximum pressure exerted as the wall moves towards the soil.
Because more resistance is mobilized as the wall moves into the soil, the passive earth pressure coefficient is always greater than the active earth pressure coefficient.
166. The pressure exerted by the retained earth on the retaining wall is called as

(A) Passive earth pressure

(B) Active earth pressure

(C) Lateral water pressure

(D) Static water pressure

(E) Answer not known

Correct Answer: (B) Active earth pressure

Explanation: The pressure exerted by the retained earth on a retaining wall is generally referred to as active earth pressure.
This is the minimum pressure that the soil exerts on the wall when the wall is allowed to move slightly away from the backfill.
167. For drawing ILD, what value of test load is assumed?

(A) 1 unit

(B) 2 units

(C) 0 units

(D) Arbitrary

(E) Answer not known

Correct Answer: (A) 1 unit

Explanation: An Influence Line Diagram (ILD) is a graphical representation of the variation of a function (such as shear force, bending moment, or reaction) at a specific point in a structure due to a unit load moving across the structure.
Therefore, when drawing an ILD, a test load of 1 unit is assumed.
168. The ratio of crippling loads of a column having both ends fixed to the column having both ends hinged is?

(A) 1

(B) 2

(C) 3

(D) 4

(E) Answer not known

Correct Answer: (D) 4

Explanation: The crippling load, also known as the Euler buckling load, depends on the column's end conditions.
The formula for crippling load (P) is $P = \frac{\pi^2EI}{L_{e}^2}$, where $L_e$ is the effective length. For a column with both ends fixed, $L_e = L/2$.
For a column with both ends hinged, $L_e = L$.
The ratio of the crippling loads is $\frac{P_{fixed}}{P_{hinged}} = \frac{\frac{\pi^2EI}{(L/2)^2}}{\frac{\pi^2EI}{L^2}} = \frac{1/4}{1} = 4$. Therefore, the ratio is 4.
169. If the column is fixed at one end and hinged at other end, the relation between equivalent length ($l_e$) and actual length (l) as per Euler's formula is

(A) $l_e=l$

(B) $l_e=2l$

(C) $l_e=l/2$

(D) $l_e=l/\sqrt{2}$

(E) Answer not known

Correct Answer: (D) $l_e=l/\sqrt{2}$

Explanation: According to Euler's formula for column buckling, the equivalent length ($l_e$) of a column depends on its end support conditions.
For a column that is fixed at one end and hinged at the other, the equivalent length is $l_e = l/\sqrt{2}$.
170. The crippling load for a column with one end fixed and the other end hinged is

(A) $P=\frac{\pi^{2}EI}{l^{2}}$

(B) $P=\frac{\pi^{2}EI}{4l^{2}}$

(C) $P=\frac{2\pi^{2}EI}{l^{2}}$

(D) $P=\frac{4\pi^{2}EI}{l^{2}}$

(E) Answer not known

Correct Answer: (C) $P=\frac{2\pi^{2}EI}{l^{2}}$

Explanation: The crippling load (P) for a column is given by Euler's formula, $P = \frac{\pi^2EI}{L_e^2}$, where $L_e$ is the effective length.
For a column with one end fixed and the other end hinged, the effective length is $L_e = l/\sqrt{2}$.
Substituting this into Euler's formula gives $P = \frac{\pi^2EI}{(l/\sqrt{2})^2} = \frac{\pi^2EI}{l^2/2} = \frac{2\pi^2EI}{l^2}$.
171. Consider the following statements with respect to the temperature effect on a load carrying, three hinged arch.

(1) There is a decrease in horizontal thrust due to rise in temperature

(2) There is an increase in horizontal thrust due to rise in temperature

(3) Shear stresses are produced in the arch due to rise in temperature

Which of the above statements is/are correct?

(A) (1) and (2) only

(B) (1) only

(C) (2) only

(D) (3) only

(E) Answer not known

Correct Answer: (B) (1) only

Explanation: A three-hinged arch is a statically determinate structure. When a three-hinged arch is subjected to a rise in temperature, its length increases, causing the arch to rise.
This reduces the horizontal thrust that the arch needs to withstand. Therefore, a rise in temperature causes a decrease in horizontal thrust (1).
172. A suspension cable, having supports at the same level, has a span of 30 m and dip of 3 m. It carries udl of 10 kN/m throughout the span. Find the horizontal pull in the cable.

(A) 575 kN

(B) 475 kN

(C) 375 kN

(D) 275 kN

(E) Answer not known

Correct Answer: (C) 375 kN

Explanation: The horizontal pull (H) in a suspension cable with supports at the same level and carrying a uniformly distributed load (udl) is given by the formula $H = \frac{wL^2}{8d}$, where $w$ is the udl, $L$ is the span, and $d$ is the dip. Given a udl ($w$) of 10 kN/m, a span ($L$) of 30 m, and a dip ($d$) of 3 m, the horizontal pull is calculated as $H = \frac{10 \times 30^2}{8 \times 3} = \frac{10 \times 900}{24} = \frac{9000}{24} = 375~kN$.
173. The equation for radial shear (F) in three hinged arch is

(A) $F=H^{2}sin~\theta-H^{2}cos^{2}\theta$

(B) $F=V~cos~\theta-H~sin~\theta$

(C) $F=V~sin~\theta+H~cos~\theta$

(D) $F=sin^{2}\theta+H~cos^{2}\theta$

(E) Answer not known

Correct Answer: (B) $F=V~cos~\theta-H~sin~\theta$

Explanation: In a three-hinged arch, the internal forces at any point can be resolved into a radial shear and a thrust.
The radial shear force ($F$) at an angle $\theta$ is given by the equation $F=V~cos~\theta-H~sin~\theta$, where $V$ is the vertical shear force and $H$ is the horizontal thrust.
174. Top most part of an arch is called

(A) Sofit

(B) Abutment

(C) Center

(D) Crown

(E) Answer not known

Correct Answer: (D) Crown

Explanation: The crown is the topmost part of an arch. It is the highest point of the intrados (the inner curve of the arch). The crown is a critical point in an arch's structural design and is often where a keystone is placed.
175. The principle of contragradience in flexibility matrix method is

(A) $u=K\alpha$ and $\delta=\frac{1}{2}Km^{2}$

(B) $u=sin~\alpha$ and $\delta=T^{T}u$

(C) $u=sin~\alpha$ and $\delta=0$

(D) $u=T\delta$ and $\delta=T^{T}u$

(E) Answer not known

Correct Answer: (D) $u=T\delta$ and $\delta=T^{T}u$

Explanation: The principle of contragradience is a fundamental concept used in the flexibility matrix method of structural analysis.
It relates the displacements (u) and forces (P) in a structure to a set of redundant forces (X).
The principle states that the internal displacement (u) is related to the external displacement ($\delta$) by a transformation matrix (T), such that $u=T\delta$.
Similarly, the external forces are related to the internal forces.
A related principle is the virtual work principle, which states that the work done by external forces is equal to the work done by internal forces.
The given expression $u=T\delta$ and $\delta=T^{T}u$ is a mathematical representation of this relationship.
176. Flexibility matrix is always

(A) Symmetric

(B) Non-symmetric

(C) Anti-symmetric

(D) Depends upon loads applied

(E) Answer not known

Correct Answer: (A) Symmetric

Explanation: In structural analysis, the flexibility matrix relates forces to displacements. A key property of this matrix is that it is always symmetric.
This is a consequence of Maxwell's reciprocal theorem, which states that the deflection at point A due to a load at point B is equal to the deflection at point B due to the same load at point A.
This property simplifies the analysis and is a useful check for calculations.
177. The slope deflection equations are used in

(A) Continuous beams, simple frames

(B) Cantilever beam, simply supported beam

(C) Continuous beam, simple frames, portal frames

(D) Portal frames only

(E) Answer not known

Correct Answer: (C) Continuous beam, simple frames, portal frames

Explanation: The slope-deflection method is a structural analysis method for statically indeterminate beams and frames.
It is a force-based method that relates the unknown joint rotations (slopes) and deflections to the applied loads.
This method is used to analyze a variety of structures, including continuous beams, simple frames, and portal frames.
178. Carryover moment at end ‘B’ due to moment ‘M’ applied at the end ‘A’ for the propped cantilever beam is, when A is free end and B is fixed end?

(A) M

(B) M/2

(C) 2/M

(D) 3/M

(E) Answer not known

Correct Answer: (B) M/2

Explanation: At fixed-end, a moment (M) applied at end A would induce a carryover moment of M/2 at end B.
179. A fixed beam AB carrying a uniformly distributed load (w) throughout the span (l). What is the value of bending moment at the centre ‘C’?

(A) $\frac{wl^2}{8}$

(B) $\frac{wl^2}{12}$

(C) $\frac{wl^2}{16}$

(D) $\frac{wl^2}{24}$

(E) Answer not known

Correct Answer: (D) $\frac{wl^2}{24}$

Explanation: For a fixed beam subjected to a uniformly distributed load (w) over its entire span (l), there are fixed-end moments at both supports and a sagging moment at the center.
The fixed-end moments are equal to $\frac{wl^2}{12}$. The bending moment at the center of the beam is the sagging moment due to the udl minus the fixed-end moment. This is calculated as $\frac{wl^2}{8} - \frac{wl^2}{12} = \frac{3wl^2 - 2wl^2}{24} = \frac{wl^2}{24}$.
180. A continuous beam is one which has

(A) Two supports only

(B) Single supports only

(C) Above (A) and (B) both

(D) More than two supports

(E) Answer not known

Correct Answer: (D) More than two supports

Explanation: A continuous beam is a beam that spans over three or more supports. The presence of more than two supports makes the beam statically indeterminate.
This is in contrast to a simply supported beam, which has only two supports, and a cantilever beam, which has only one fixed support.
181. Segmented arch of 60° is provided over the door. Calculate the value of r (radius) if the spacing of opening is 'S'.

(A) r = S

(B) r = S/2

(C) r = 2S

(D) r = S/3

(E) Answer not known

Correct Answer: (A) r = S

Explanation: A segmented arch is a circular arch with a smaller rise than a semicircular arch. In a segmented arch with an angle of 60°, the chord length (the spacing of the opening 'S') is equal to the radius (r) of the arch.
This is because a 60° central angle in a circle forms an equilateral triangle with the two radii and the chord. Therefore, r = S.
182. In Tamil Nadu PWD schedule of rates, the conveyance of material by road in plains is usually —————— Km.

(A) 0-10 Km

(B) 0-20 Km

(C) 0-40 Km

(D) 0-50 Km

(E) Answer not known

Correct Answer: (A) 0-10 Km

Explanation: The Tamil Nadu Public Works Department (PWD) has a schedule of rates that specifies the costs of various construction activities and materials.
The conveyance of materials by road in plains is usually accounted for a distance of 0-10 km, beyond which additional charges apply.
183. The long and thin work of measurement is adopted by

(A) Cubic meter

(B) Square meter

(C) Running meter

(D) Square feet

(E) Answer not known

Correct Answer: (C) Running meter

Explanation: The measurement of long and thin items, such as pipelines, cornices, or railings, is typically done in running meters.
This method measures the length of the item without considering its width or depth, making it suitable for these types of works.
184. A certain amount of capital value whose annuity of Rs. 1 at a certain rate of interest is called

(A) Scrap value

(B) Year’s purchase

(C) Capital value

(D) Sinking fund

(E) Answer not known

Correct Answer: (B) Year’s purchase

Explanation: Year's purchase is a valuation term used to find the capitalized value of a property.
It is the capital sum required to be invested at a given rate of interest to produce an annuity of one rupee forever.
This value is used to determine the total value of a property based on its net income.
185. The contractor is unwilling to fulfil the contract before performing his work is called

(A) Total breach

(B) Partial breach

(C) Anticipatory breach

(D) Impossible breach

(E) Answer not known

Correct Answer: (C) Anticipatory breach

Explanation: Anticipatory breach of contract occurs when one party to the contract clearly and unequivocally indicates that they will not perform their contractual obligations before the time for performance has arrived.
This gives the other party the right to sue for damages immediately, without waiting for the actual breach to occur.
186. A contractor cannot approach the court of Law for his grievances, unless, he has Exhausted the arbitration process as per —————— clause in the contract.

(A) Clause 7

(B) Clause 25

(C) Clause 30

(D) Clause 40

(E) Answer not known

Correct Answer: (B) Clause 25

Explanation: In many standard construction contracts, including those used by the Tamil Nadu PWD, Clause 25 outlines the process for dispute resolution, often involving arbitration.
This clause typically requires the contractor to first exhaust the arbitration process before they can approach a court of law with their grievances.
187. Tenderers does not submit (or) fail to produce ——————, the tender will be rejected without further reference.

(A) Tender Notice

(B) Tender Time of completion

(C) Earnest money deposit

(D) Estimated cost of work

(E) Answer not known

Correct Answer: (C) Earnest money deposit

Explanation: An earnest money deposit (EMD) is a security deposit that a tenderer must submit with their bid.
It serves as a guarantee of their intention to enter into a contract if their bid is accepted.
Failure to submit the EMD will usually result in the immediate rejection of the tender without further consideration.
188. The subtense Bar is used to measures

(A) Vertical distance

(B) Horizontal distance

(C) Elevation

(D) Stop distance

(E) Answer not known

Correct Answer: (B) Horizontal distance

Explanation: A subtense bar is a surveying instrument used to measure horizontal distances. It consists of a horizontal bar of a known length, typically 2 or 3 meters, with targets at both ends.
The horizontal distance is calculated by measuring the angle subtended by the bar at the instrument's location.
189. In an Internal focusing type telescope, the lens provided is

(A) Concave

(B) Convex

(C) Plano - Convex

(D) Plano - Concave

(E) Answer not known

Correct Answer: (A) Concave

Explanation: In an internal focusing telescope, which is commonly used in surveying instruments like theodolites and levels, the focusing is achieved by moving an internal lens.
This lens is a concave lens, which moves between the objective and the eyepiece to change the focal length and bring the image into focus.
190. In the stadia method the stadia diaphragm is provided in a tacheometer for measuring

(A) Elevation

(B) Heights and distance

(C) Bearing

(D) Horizontal distance

(E) Answer not known

Correct Answer: (B) Heights and distance

Explanation: The stadia method is a surveying technique used with a tacheometer to determine distances and elevations.
The stadia diaphragm, which contains a pair of horizontal crosshairs, is used to read the intercept on a staff.
This stadia intercept is then used to calculate both the horizontal distance and the height difference between the instrument and the staff.
191. The point that is vertically below the observer position in celestial sphere is called

(A) Pole

(B) Zenith

(C) Nadir

(D) Celestial point

(E) Answer not known

Correct Answer: (C) Nadir

Explanation: In the celestial sphere, which is an imaginary sphere surrounding the Earth, the nadir is the point that is vertically below the observer's position.
It is the opposite of the zenith, which is the point vertically above the observer.
192. —————— is an application of GPS for visually impaired

(A) MOBIC

(B) GIS

(C) Ranchers

(D) Navigation

(E) Answer not known

Correct Answer: (A) MOBIC

Explanation: MOBIC, which stands for Mobile Orientation and Blind Individuals' Communication, is a system that uses GPS technology to provide navigation assistance for the visually impaired.
It is an application of GPS that helps blind and low-vision individuals to navigate their surroundings safely and independently.
193. —————— is used for storing, Analysing and visualizing spatial data.

(A) GPS

(B) GIS

(C) Total station

(D) Laser scanner

(E) Answer not known

Correct Answer: (B) GIS

Explanation: A Geographic Information System (GIS) is a powerful tool used for managing and analyzing spatial data.
It can be used to store, manipulate, analyze, and visualize data that has a geographic component. GIS is widely used in various fields, including urban planning, environmental management, and transportation.
194. The horizontal distance through the excavated earth transported from borrow pit to the embankment is known as

(A) Lift

(B) Hand distance

(C) Lead

(D) Foot distance

(E) Answer not known

Correct Answer: (C) Lead

Explanation: In earthwork calculations, the lead is the average horizontal distance over which excavated earth is transported.
It is the distance from the center of mass of the excavated material (from the borrow pit) to the center of mass of the fill material (in the embankment).
195. The line joining points of equal elevation is known as

(A) Horizontal line

(B) Contour line

(C) Level line

(D) Contour interval

(E) Answer not known

Correct Answer: (B) Contour line

Explanation: A contour line is a line drawn on a map or a plan that connects points of equal elevation.
Contour lines are used to represent the three-dimensional topography of a landscape on a two-dimensional map.
They are a fundamental tool in surveying and mapping .
196. The first sight in levelling operation is

(A) Back sight

(B) Fore sight

(C) Intermediate sight

(D) All the above

(E) Answer not known

Correct Answer: (A) Back sight

Explanation: In a leveling operation, the first staff reading taken after setting up the level is always a back sight (B.S.).
A back sight is a reading taken on a point of known elevation, such as a benchmark, to determine the height of the instrument.
This is the starting point for all subsequent measurements.
197. The size of plane table is

(A) 750 mm × 900 mm

(B) 750 mm × 600 mm

(C) 600 mm × 450 mm

(D) 450 mm × 300 mm

(E) Answer not known

Correct Answer: (B) 750 mm × 600 mm

Explanation: The plane table is a surveying instrument used for plotting a map directly in the field.
The most common and standard size for the drawing board, or table, of a plane table is 750 mm × 600 mm.
198. In a prismatic compass, the zero is marked on the

(A) North end

(B) South end

(C) West end

(D) East end

(E) Answer not known

Correct Answer: (B) South end

Explanation: - Prismatic compass- The graduated ring is attached to the needle and does not rotate with the line of sight.

- The graduations have 0° at S, 90° at W, 180° at N, and 270° at E.

- Graduations are engraved inverted since the graduated ring is read through the prism.

- The readings are taken with the help of a prism provided at the eye vane.

- Sighting and reading can be done simultaneously.

- The instrument can be held in hand also while making the observations.

- The eye vane consists of a metal vane with a large silt.

199. A triangle is said to be well-conditioned when its angle should lie between

(A) 30° and 120°

(B) 20° and 150°

(C) 15° and 135°

(D) 25° and 140°

(E) Answer not known

Correct Answer: (A) 30° and 120°

Explanation: In triangulation surveying, a triangle is considered "well-conditioned" when its angles are not too small or too large.
This ensures that the triangles are strong and that the errors in measurement do not propagate significantly.
A well-conditioned triangle is one where all angles are between 30° and 120°.
200. —————— is called as parabolic rule.

(A) The mid-ordinate rule

(B) The average ordinate rule

(C) The trapezoidal rule

(D) Simpson’s rule

(E) Answer not known

Correct Answer: (D) Simpson’s rule

Explanation: Simpson's rule is a numerical method used to calculate the area of an irregular figure.
It approximates the boundaries of the figure with a series of parabolas, which provides a more accurate result than methods that use straight lines, such as the trapezoidal rule.
It is therefore sometimes referred to as the parabolic rule.

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