2 votes, 5 avg

GPSC AE Civil (R&B) Online Test (73/2024-25) Part - 2

-: Symbols & Description :-

(નિશાનીઓ અને તેનું વર્ણન)

-: Instructions :-

(સૂચનાઓ)

1. Click On Full Screen Mode (¤) From Corner For Best Test Experience

(બેસ્ટ ટેસ્ટ અનુભવ માટે ખૂણામાં આપેલ ફૂલ સ્ક્રીન મોડ (¤) ઉપર ક્લિક કરો)

2. Use Navigation Bar For Jumping Forward or Backward To Any Question

(કોઈ પણ પ્રશ્ન ઉપર જવા માટે નેવિગેશન બારનો ઉપયોગ કરવો)

3. Submit Test Button Will Be Only Visible At The Last Question

(ટેસ્ટ સબમિટ કરવાનો ઓપ્શન માત્ર છેલ્લા પ્રશ્ન ઉપર હશે)

4. Don't Forget To Give Your Rating & Review At The End Of Test

(ટેસ્ટ પૂરી થયા પછી રેટિંગ & રિવ્યુ આપવાનું ભુલશો નહીં)

"BEST OF LUCK"

[Click On Full Screen Mode (¤) From Corner For Best Test Experience]

(બેસ્ટ ટેસ્ટ અનુભવ માટે ખૂણામાં આપેલ ફૂલ સ્ક્રીન મોડ (¤) ઉપર ક્લિક કરો)

---------------

Your Name

1 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

A ladder is resting on a rough ground and leaning against a smooth vertical wall. The force of friction will act

downward at its upper end

upward at its upper end

zero at its upper end

perpendicular to the wall at its upper end

2 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

A beam AB is fixed at both ends and carries a uniformly distributed load of intensity w per unit length run over its entire length. Due to some constructional defects, the end B is now reduced to a simple support. The percentage increase in bending moment at A is

100

3 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

If the loading on a prestressed rectangular beam is uniformly distributed, then the tendon to be provided should be

Straight below centroidal axis

Parabolic with convexity downward

Parabolic with convexity upward

Straight above centroidal axis

4 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

If the maximum and minimum resultant forces of two forces acting on a particle are 40 kN and 10 kN respectively, then the two forces in question would be

25 kN and 15 kN

20 kN and 20 kN

20 kN and 10 kN

20 kN and 5 kN

5 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In a critical path network, which of the following are involved?

1. A series of interconnected activities.

2. Consideration for uncertainties in time estimates.

3. A logical sequence of activities is provided.

4. The node number at the arrowhead is numerically smaller than that at tail end.

Select the correct option from below:

1 and 2

2 and 3

3 and 4

1 and 3

6 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

A cement concrete road is 1000 m long, 8 m wide and 15 cm thick over the sub-base of 10 cm thick gravel. The box cutting in road crust is

500 m³

1000 m³

1500 m³

2000 m³

7 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

A portion of an embankment having a uniform up-gradient 1 in 500 is circular with radius 1000 m of the centre line. It subtends 180° at the centre. If the height of the bank is 1 m at the lower end and side slopes 2:1, then the earth work involved is

26,000 m³

26,500 m³

27,000 m³

27,500 m³

8 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Consider the following operations:

1. Drilling

2. Blasting

3. Mucking

4. Placing steel

5. Placing concrete

The correct sequence of these operations in tunnel construction is

1, 2, 4, 3, 5

1, 3, 2, 4, 5

1, 2, 3, 4, 5

1, 3, 4, 2, 5

9 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Consider the following statements:

Assertion (A): For a given depth of cut, the output of a power shovel can be increased by decreasing the angle of swing.

Reason (R): If the angle of swing is decreased, the cycle time will be decreased.

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

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

(A) is true but (R) is false

(A) is false but (R) is true

10 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Consider the following statements:

In the critical path method of construction planning, Free Float can be

1. Greater than Total Float

2. Greater than Independent Float

3. Equal to Total Float

4. Less than Independent Float

1 and 4 are correct

2 and 3 are correct

1 and 3 are correct

1 and 2 are correct

11 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

When a star is between the pole and the horizon, the relationship between latitude (λ), zenith distance (z) and declination (δ) is

θ = z + δ

θ = δ - z

θ = 180° - (z + δ)

θ = (z + δ) - 180°

12 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

α and β are the angles subtended by a point of elevation h at their air station with respective plumb points. Photo scale and focal length of the lens being 'S' and 'f' respectively. Parallax displacement of the point due to relief is

htanα/S

htanβ/S

h(tanα + tanβ)/S

h(tanα - tanβ)/S

13 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Pick up the correct statement from the following.

The difference between the longitudes of the places is obtained

By subtracting their longitudes if places are in the same hemisphere

By adding their longitudes if places are in the different hemispheres

By subtracting the sum of their longitudes exceeding 180° from 360° if places are in different hemispheres

All of the above

14 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Which of the following statements is incorrect?

Error due to refraction may not be completely eliminated by reciprocal levelling.

Tilting levels are commonly used for precision work.

The last reading of levelling is always a foresight.

All of the above statements are incorrect.

15 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

American method of tunneling

(i) Is suitable for large sized tunnels

(ii) Is not suitable for railway or highway tunnels

(iii) Requires heavy timbers

Select the correct option from below:

Only (i) is correct

(i) and (iii) are correct

(ii) and (iii) are correct

(i) and (ii) are correct

16 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Consider the following statements:

Assertion (A): When rock conditions are favorable, it will not be necessary to take up concrete lining concurrently with the driving operations till the full length of the tunnel has been driven through rock.

Reason (R): A tunnel through rock, hard or soft, does not need any concrete lining

Select the correct option from below:

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

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

(A) is true but (R) is false

(A) is false but (R) is true

17 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Consider the following surveys

i) Reconnaissance survey

ii) Preliminary survey

iii) Traffic survey

iv) Location survey

The correct sequence in which these surveys are conducted before the alignment of a track is finalised is

Select the correct option from below:

i, iii, ii, iv

i, iii, iv, ii

iii, i, iv, ii

iii, i, ii, iv

18 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Penetration test on bitumen is used for determining its

Grade

Viscosity

Ductility

Temperature susceptibility

19 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Scientific planning of transportation system and mass transit facilities in cities should be based on

spot speed data

origin and destination data

traffic volume data

accident data

20 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maximum capacity of a traffic lane at a speed of 10 m/sec is

1500 vehicles per hour

2000 vehicles per hour

2500 vehicles per hour

3000 vehicles per hour

21 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

When a ship floats at its designed water line, the vertical distance from water line to the bottom of the ship is known as

Beam

Depth

Free-board

Draft

22 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Dead weight tonnage of a ship

(i) varies with latitude and season

(ii) is more than displacement tonnage

(iii) is the difference between displacement load and displacement light.

Of these above statements, select the correct option from below:

(i) and (ii) are correct

(ii) and (iii) are correct

(i) and (iii) are correct

Only (iii) is correct

23 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

By increasing the rise of lock gates,

(i) The length of the lock gate will increase

(ii) Transverse stress due to water pressure on the gate will increase

(iii) Compressive force on the gate will increase

Select the correct option from below:

(i) and (ii) are correct

(i) and (iii) are correct

Only (ii) is correct

Only (iii) is correct

24 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

To cope up high temperature of 196°C, the taxi ways and aprons are constructed with

Asphaltic concrete

Rubberized tar concrete

Plain concrete

All of the above

25 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Which of the following is a critical parameter to control the cracking in the flexible pavement?

Vertical strain at the bottom of the bituminous layer

Tensile strain at the top of the subgrade

Vertical strain at the top of the subgrade

Tensile strain at the bottom of the bituminous layer

26 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Whenever the available natural ground slope is steeper than the designed bed slope of the channel, then the difference is adjusted by constructing

Canal fall

Canal escape

Canal head regulator

Spillway

27 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Maximum bending moment in a fixed beam of span 6 m with 4 kN/m uniformly distributed load is

12 kN.m

18 kN.m

6 kN.m

14.4 kN.m

28 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Carryover moment in moment distribution method is defined as

The moment applied at one end to cause unit moment.

The moment developed or induced at one end due to a moment at another end

The additional moment applied at one end to complete equilibrium

None of the above

29 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

An over-reinforced RC beam fails by

Compression failure

Tensile failure

Ductile failure

Cannot fail

30 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The critical section for one-way shear in a RC footing lies at a distance

"d" from the face of the column

"1.5d" from the face of the column

"2d" from the face of the column

"2.5d" from the face of the column

31 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Use of pozzolanic material in concrete

Improves workability

Decreases bleeding

Both (A) and (B)

None of the above

32 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Dynamic viscosity of the fluid has the dimensions as

MLT⁻²

ML⁻¹T⁻¹

ML⁻¹T⁻²

M⁻¹L⁻¹T⁻¹

33 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The streamline is a line

Which is along the path of particle

Across which there is no flow

Which is always parallel to main direction of flow

On which tangent at any point gives velocity

34 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Bernoulli's equation is derived making assumptions that

The flow is uniform and incompressible

The flow is steady, viscous and non-uniform

Flow is steady, non-viscous, incompressible and irrotational

None of the above

35 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

An orifice is known as large orifice when head of liquid from the centre of circle is

More than 10 times the depth of orifice

Less than 10 times the depth of orifice

More than 10 times the diameter of the circle

Less than 5 times the depth of orifice

36 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Hydraulic Gradient Line (H.G.L.) represents the sum of

Pressure head and kinetic head

Kinetic head and datum head

Pressure head, kinetic head and datum head

Pressure head and datum head

37 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Water from the well naturally forces to the surface under pressure from a confined aquifer is

Drilled well

Drift well

Artesian well

Gravity well

38 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Most of the weather phenomena take place in the

Troposphere

Stratosphere

Mesosphere

Ionosphere

39 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Average annual rainfall in India is a figure obtained by taking average of a period of

35 years

50 years

20 years

25 years

40 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

For a flow in a gravity conduit, the hydraulic gradeline will

Always coincide with the water surface

Always below the water surface

Always above the water surface

None of the above

41 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Mach number in a fluid mechanics is the ratio of

Speed of sound in the fluid to the speed of fluid

Discharge velocity to viscosity of fluid

Viscosity to discharge velocity of fluid

Speed of a fluid to the speed of sound in the fluid

42 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The boundary layer separation takes place if

Pressure gradient is zero

Pressure gradient is positive

Pressure gradient is negative

None of the above

43 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Three-Point Problem in surveying can be solved by

Lehmann's method

Bessel's method

Mechanical method

All of the above

44 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Movement of ground water depends on

Slope of ground water surface

Hydraulic properties of soil

Temperature of water

All of the above

45 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The California Bearing Ratio (CBR) method provides an indication of the

Strength of road construction

Materials used in road construction

Strength and materials used in road construction

None of the above

46 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Ruling gradients of roads on plains terrain should be

1 in 30

1 in 10

1 in 20

1 in 12.5

47 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The least amount of time it can take to complete a task is

Mean time of activity

Time of activity

Optimistic time of activity

Short time of activity

48 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The average perception-reaction time used for calculating Stopping Sight Distance (SSD) is

1.5 seconds

2.0 seconds

2.5 seconds

3.0 seconds

49 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Which of the following compound is responsible for the early strength of concrete?

Tricalcium Aluminaferrite

Dicalcium Silicate

Gypsum

Tricalcium Silicate

50 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The durability of concrete is proportional to

Water-cement ratio

Aggregate cement ratio

Cement aggregate ratio

Sand content

51 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In limit state of collapse for flexure, the tensile strength of concrete is

To be considered same as compressive strength

0.42 times the compressive strength

To be ignored

Partially considered

52 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Effective length of a column effectively held in position at both ends but not restrained against rotation is

0.8 x unsupported length

0.65 x unsupported length

1.2 x unsupported length

Same as unsupported length

53 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The thickness for single lacings flat lacing bars shall not be less than

one-sixtieth of its effective length

one-twentieth of its effective length

one-fortieth of its effective length

half the minimum thickness of main member

54 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Stiffness matrix diagonal elements

are always positive in value

can be a negative in value

cannot be zero

Both (A) and (C)

55 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In counterfort retaining walls, the main reinforcement in the stem at support is

Not provided

Provided only on inner face

Provided only on front face

Provided both on inner and front face

56 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Total deflection at any point is equal to the sum of the deflections caused by each individual load separately is stated in which of the following?

Theory of transmissibility

Principal of resolution

Principal of superposition

Lami's theorem

57 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Factor used to obtain the design seismic force depending on the functional use of the structure is

Zone factor

Importance factor

Response factor

Time history factor

58 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Distance between centre of mass and centre of rigidity of floor is

Drift

Floor displacement

Base displacement

Static eccentricity

59 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The cross drainage work in which the drain is taken over the canal such that canal water runs below the drain under symphonic pressure is known as

Super passage

Syphon aqueduct

Syphon

Aqueduct

60 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The square root of ratio of inertia force to gravity force is known as

Reynolds number

Froude's number

Euler's number

Weber's number

61 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Chain surveying is most suitable when

Ground is fairly level and open with simple details

Area is small in extent

Plans are required on a larger scale

All of the above

62 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The longest chainline passing through the centre of the area is called

Base line

Tie line

Check line

All of the above

63 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

If quadrantal bearing of a line is N 35° W, then whole circle bearing is

325°

205°

215°

315°

64 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Sensitivity of a bubble tube is expressed by

Length of level tube

Radius of level tube

Length of bubble of level tube

None of the above

65 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In a compaction test, with increase in compactive effort

Both maximum dry density and optimum moisture content increases

Both maximum dry density and optimum moisture content decreases

Maximum dry density increases but optimum moisture content decreases

Maximum dry density decreases but optimum moisture content increases

66 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The upstream slope of an earth dam under steady seepage condition is

Equipotential line

Phreatic line

Flow line

Seepage line

67 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In the soil sample of a consolidometer test, pore water pressure is

Minimum at the centre

Maximum at the top

Maximum at the bottom

Maximum at the centre

68 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The stress at which a material fractures under a large number of reversals of stress is called

Endurance limit

Creep

Ultimate strength

Residual stress

69 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The shear stress distribution over a rectangular cross-section of a beam follows

A straight line path

A circular path

A parabolic path

An elliptical path

70 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The unit of measurement for electric wiring or of electrification of light, fan, plug points is in

Point

Meter

Numbers

No unit

71 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

When a contractor is paid certain percentage over the actual cost of the construction as his profit, such contract is called

Lump-sum contract

Work order

Schedule contract

Cost plus percentage contract

72 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In case of summit curve, the deviation angle will be maximum when

an ascending gradient meets with another ascending gradient

an ascending gradient meets with a descending gradient

a descending gradient meets with another ascending gradient

an ascending gradient meets with a level surface

73 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The presence of free ammonia in sewage is detected by

Boiling

Adding potassium permanganate

Adding sulphuric acid

Adding phenol

74 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In a single-threaded worm and worm wheel, the number of teeth on the worm is 50. The diameter of the effort wheel is 100 mm and that of load drum is 50 mm. The velocity ratio is

100

150

200

75 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

A couple produces

translatory motion

rotational motion

combined translatory and rotational motion

None of the above

76 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The shrinkage of concrete is directly proportional to

Water content at the time of mixing

Sand content

Coarse aggregate content

Aggregate to cement ratio

77 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Creep in concrete is associated with

Removal of moisture

Removal of load

Addition of load

Time

78 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The bending moment acting on the plane of an element will cause the stresses on the plane:

Transverse shear stress

Axial stress

Tension stress

Normal stress

79 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The maximum bending moment caused by a moving load on a fixed beam is

At the support end

Under the load only

At mid span

None of the above

80 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The shear stress on a beam section is maximum

At the centroid of the section

On the extreme free surface fibres

At the neutral axis but not at centroid

At the free edges

81 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The bending stress on a T-beam section is maximum at

Top fibre

Centroid

Depends on the moment

Bottom fibre

82 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The radius of gyration of a section is proportional to

Depth of section

Width of section

Depth or width of section

Area of section

83 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The planes of principal stresses are associated with

Sum of the normal stresses

Difference of the normal stresses

Independent of normal stresses

Independent of shear stress

84 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The ratio of volume of voids to the total volume of soil mass is called

Porosity

Air content

Void ratio

Solid content

85 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

A soil sample has a specific gravity of 2.6 and a void ratio of 0.78. The water content required to fully saturate the soil will be

10%

20%

30%

86 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Toughness index of the soil is the ratio of

Plasticity index to the flow index

Liquidity index to the flow index

Consistency index to the flow index

Shrinkage index to the flow index

87 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The maximum size of the particle of the clay is

0.2 mm

0.02 mm

0.002 mm

0.0002 mm

88 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

If the permeability of a soil is 0.8 mm/sec, then the type of soil is

Clay

Gravel

Silt

Sand

89 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Maximum allowable shear stress (Tc max) in concrete depends on

Grade of concrete and grade of steel

Grade of steel only

Grade of concrete only

Percentage of steel only

90 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In concrete mix design, the assumed standard deviation for different grade of concrete shall be

2.0 to 3.0

4.0 to 5.0

5.0 to 6.0

Assumed standard deviation cannot be permitted

91 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Minimum period for removal of vertical formwork to columns, walls, beams in normal as per IS 456:2000 is

06-12 hours

12-15 hours

2 days

16-24 hours

92 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

IS 875 Part 2 is the code of practice for

Dead loads

Live loads

Dead and live loads

Wind loads

93 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The unsupported length of a reinforced concrete column shall be

Sixty times the least cross-sectional dimension

Double to effective length of column

Clear distance between end restraints

Same as the effective length

94 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The development length in a bar used in reinforced concrete is for

Tension reinforcement only

Compression reinforcement only

Both (A) and (B)

Shear reinforcement only

95 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Curtailment of bars can be made from the distance beyond the point there is no flexure load to resist equal to

Effective depth of the member

12 times the bar diameter

Minimum of (A) or (B)

Greater of (A) or (B)

96 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In deciding lap length including anchorage value of hooks for bars in flexural tension is related

10 times the nominal diameter of bar

30 times the nominal diameter of bar

40 times the nominal diameter of bar

Independent of the nominal diameter of bar

97 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

A simply supported beam shall be deemed to be a deep beam when the ratio of effective span to overall depth is

More than 1.5

More than 2

More than 2.5

Less than 2

98 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In an interior span of flat slab, the negative design moment is taken as

0.50 times the total design moment

0.65 times the total design moment

0.70 times the total design moment

0.40 times the total design moment

99 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The term 'characteristic load' means that value of load which has ___________ probability of not being exceeded.

95 percent

90 percent

100 percent

80 percent

100 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Partial safety factor for material strength in the limit state of collapse is

1.5 for concrete and 1.15 for steel

1.15 for concrete and 1.5 for steel

1.5 for both concrete and steel

1.15 for both concrete and steel

101 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

According to IS 456, minimum grade of reinforced concrete for "Severe" exposure condition is

M20

M25

M30

M35

102 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The radius of a horizontal circular curve is 100 meters. The design speed is 50 kmph. The coefficient of friction needed if no super elevation is provided will be about

0.404

0.502

0.197

0.355

103 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The width of expansion joint gap is 2.5 cm in a cement concrete pavement. If the laying temperature is 4°C and the maximum slab temperature in summer reaches to 54°C, then the spacing between expansion joints will be (Assuming coefficient of thermal expansion of concrete as 10 x 10⁻⁶ per °C)

20 m

25 m

30 m

35 m

104 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The number of vehicles occupying a unit length of a lane of roadway at a given instant is known as

Traffic volume

Traffic capacity

Basic capacity

Traffic density

105 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Traffic benefit ratio, also known as traffic improvement factor compares the

Performance of a road section before widening and after widening with higher traffic density

Performance of a pavement cross-section with a geo-textile reinforced base course to similar cross section without geo-textile reinforcement, based on the number of cycles to failure

Performance of the road section with isolated fixed time signal to traffic actuated (automatic) signal

None of the above

106 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Permittivity of the geo-textile is measured in

m/sec

m³/sec

s⁻¹

cusecs

107 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Quantity of excavation of a trapezoidal trench having bottom width of 3.0 m, side slopes of 1:2 (V:H), 2 m depth and 5.0 m length would be

70 m³

85 m³

65 m³

90 m³

108 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

End bearing piles supports the load

Primarily by resistance developed at the pile tip or base

Primarily by friction along its surface

Primarily by self-weight of the pile

None of the above

109 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

A circular ground having diameter of 70 m is to be protected by peripheral fencing. Market rate of fencing is Rs. 1000/ Rmt. Total cost of fencing would be

Rs. 2,30,000

Rs. 2,20,000

Rs. 2,10,000

Rs. 2,50,000

110 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

For the wooden door frame, 12 pieces wood, each having 7' length and size of 4" x 3" are required. Market rates of wood is Rs. 3000/cuft. Total cost of wood would be

Rs. 27,000

Rs. 18,000

Rs. 21,000

Rs. 24,000

111 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

For the passenger lift with 13 person capacity, load would be

975 kg

910 kg

884 kg

845 kg

112 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In a canal, discharge at the rate of 1 cumec is flowing for the whole day, which will be equal to

864 hectare meter

86400 hectare meter

86.4 hectare meter

8.64 hectare meter

113 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

For a two-lane concrete road, having width of 7 m, a straight-line camber in 1 in 72 is provided. Height of center of pavement (Crown) about the edge would be

7.2 cm

4.85 cm

3.6 cm

5 cm

114 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In one type of concrete, the permissible compressive stress due to bending is 7 N/mm². The modular ratio 'm' is

18.66

13.33

10.58

9.33

115 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Short term static modulus of elasticity (in N/mm²) for the concrete having characteristics cube, compressive strength of 25 N/mm² would be

25000

3.5

5000

116 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

____________ is one of the important minerals present in bentonite.

Feldspar

Montmorillonite

Calcium

Sulphur

117 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

____________ is generally used to test viscosity of freshly-prepared bentonite slurry for using it in diaphragm wall construction.

Marsh cone

Sieve analysis

Slump test

None of the above

118 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Section modulus of circular section having diameter of 7 cm would be

343 cm³

336.8 cm³

33.68 cm³

154 cm³

119 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Void ratio of a soil whose porosity is 32%

0.322

0.680

0.471

0.755

120 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

A pump having the flow rate of 0.01 m³/sec head of 10 m, fluid density of 1000 kg/m ³ power required in kW is

9.81

0.981

98.1

0.098

121 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

According to IS 4985, for unplasticized PVC pipes for potable water supply, working pressure for class-3 pipe is

0.25 MPa

0.30 MPa

0.40 MPa

0.60 MPa

122 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Damage caused by repeated fluctuations of stress, leading to progressive cracking of a structural element is known as

Fatigue

Brittle effect

Creeping

None of the above

123 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

According to IS 1786 for Fe 415 strength grade of the reinforcement, 415 indicates

Tensile strength in N/mm²

Minimum 0.2% proof stress or yield stress in N/mm²

Compressive strength in N/mm²

None of the above

124 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Cofferdams are constructed to

Storage of water

Recharge of ground water

Create a reasonable working area by excluding water

None of the above

125 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The unit Lugeon represents

Hydraulic conductivity of the rock mass

Drilling resistance for the rock mass

Pump efficiency

Quality of water

126 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The fire demand of a city may be worked out by

Kuichling's formula

Freeman formula

Bustan's formula

All of the above

127 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Acidity in water is caused due to

Mineral acids

Free CO₂

Aluminium sulphate

All of the above

128 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The R.L. of ground water table on the sides of a valley is 1505 m whereas R.L. of the stream water is 1475 m. If 60° slope consists of pervious soil between R.L. 1485 m to 1500 m, then the gravity spring may be expected at the point of reduced level

1500 m

1505 m

1485 m

1475 m

129 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

When the reduced level of the water source is higher than the reduced level of the consumer's place, water is generally supplied

By pumping system

By gravitational system

Both (A) and (B)

All of the above

130 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Surcharge storage zone of a reservoir is

Below dead storage

Between dead storage and useful storage

Above useful storage

Also known as valley storage

131 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The self-cleansing velocity for all sewers in India is usually

Less than 1.0 m/sec

1.0 m/sec to 1.2 m/sec

1.5 m/sec to 2.0 m/sec

3.0 m/sec to 3.5 m/sec

132 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The population of a town in three consecutive years are 5000, 7000 and 8400 respectively. The population of the town in the fourth consecutive year according to geometrical increase method is

9500

9800

10100

10920

133 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The total weight of a pycnometer with water and ovendried soil 200 g is 1600 g. The pycnometer filled with water alone weighs 1500 g. The specific gravity of the soil is

1.5

2.5

134 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

A pile is being driven with a drop hammer weighing 1800 kg and having a free fall of 1.00 m. If the penetration with last blow is 5 mm, then the load carrying capacity of the pile according to the Engineering News formula is

100 tonnes

50 tonnes

20 tonnes

10 tonnes

135 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

If dry density, water density and specific gravity of solids of a given soil sample are 1.6 glee, 1.84 g/cc and 2.56 respectively, then the void ratio of the soil sample is

0.4

0.5

0.6

0.75

136 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Pick up the incorrect statement from the following:

The soils which contain montmorillonite minerals

swell more when wet

shrink more when dry

possess high plasticity

possess high coefficient of internal coefficient

137 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The void ratio of a soil sample decreases from 1.50 to 1.25 when the pressure is increased from 25 tonnes/m² to 50 tonnes/m², the coefficient of compressibility is

0.01

0.02

0.05

0.001

138 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

A tank 4m x 3m x 2m containing an oil of specific gravity 0.83 is moved with an acceleration g/2 m/s². The ratio of the pressures at its bottom when it is moving vertically up and down is

1/2

1/3

139 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The field compression curve is predicted from the laboratory compression curve using

Schmertmann's method

Casagrande's method

Terzaghi's method

Atterberg's method

140 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

What is the climate pattern in areas of limited size or immediate surroundings of plant and animal called?

Mixed climate

Macroclimate

Microclimate

None of the above

141 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

A relatively dense layer of band which is found in the thermosphere is known as

Troposphere

Mesosphere

Stratosphere

Ionosphere

142 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Which of the following is not a secondary air pollutant?

Ozone

Photochemical smog

Sulphur dioxide

All (A), (B) & (C)

143 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The estimated percentage of the forest land that ideally India should have is

50%

15%

33%

44%

144 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Which of the following country has the maximum number of tube wells in the world?

India

China

USA

Brazil

145 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

If a tension crack is developed at the top of wall to a depth Zo in cohesive soils, then the total net pressure is zero up to

2Zo

3Zo

4Zo

5Zo

146 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Exposed portions of vertical surface at right angles to the door or window frame are known as

Lintels

Reveals

Soffits

Jambs

147 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Engineer's units of force is

Newton in absolute units

Dyne in absolute units

Newton and dyne in absolute units

All of the above

148 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

___________ is known as an ideal transition curve.

Clothoid

Cubic parabola

Lemniscate curve

None of the above

149 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Which factor/s should be considered in climate control in built environment?

Selection of site

Architectural design

Selection of materials

All of the above

150 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Which steps are followed while performing repairs of distressed structure?

Evaluation, method and material, preparation of drawing, selection of contractor, execution of work

Method and material, preparation of drawing, selection of contractor, execution of work, evaluation

Preparation of drawing, selection of contractor, execution of work, evaluation, method and material

None of the above

151 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In a staircase, if the going is increased while keeping the total height constant, the result will be

Increased number of risers

No change in the number of risers

Decreased number of risers

Increased angle of inclination

152 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The term "mullion" in a window refers to

A vertical member dividing window sections

A horizontal bar separating the glass panes

The outer frame of a window

A mechanism for opening and closing the window

153 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The term "bubble diagram" in functional planning refers to

A structural analysis tool

A graphical representation of space relationships in a building

A method to calculate ventilation requirements

A technique for determining the structural load distribution

154 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The primary objective of the 'Incremental Housing Strategy' in low-cost housing is

To provide basic structural elements that allow future expansion

To construct fully finished houses for occupants

To implement luxury housing at low cost

To maximize the use of conventional materials

155 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The primary reason for using filler slabs in low-cost housing is

To reduce the weight of the roof and decrease material consumption

To improve the aesthetic appearance of the building

To increase the structural strength of the roof

To enhance the thermal conductivity of the slab

156 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The term 'prospect' in building design relates to

The durability of construction materials

The future expansion capability of the structure

The visual and aesthetic appeal of the surroundings from inside the building

The economic feasibility of construction

157 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Which type of stone masonry consists of roughly-shaped stones with large joints filled with mortar?

Ashlar masonry

Random rubble masonry

Coursed rubble masonry

Polygonal masonry

158 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The weakest type of bond in brick masonry is

English bond

Header bond

Flemish bond

Stretcher bond

159 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The floor area ratio in estimation is defined as

The ratio of built-up area to plot area

The ratio of plinth area to total floor area

The ratio of open space to built-up space

The ratio of carpet area to super built-up area

160 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Which method is commonly used for estimating the cost of irregularly-shaped plots?

Plinth area method

Centre-line method

Graphical method

Cross-section method

161 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The standard deduction for plastering openings (doors, windows) exceeding 3 m² in area is

No deduction

Full deduction of the opening area

25% deduction for the total opening

50% deduction for jambs, sills and soffits

162 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In contract management, liquidated damages refer to

Compensation payable by the contractor for delays or defects

A discount given for early project completion

The amount paid for contract cancellation

Payment made to subcontractors for additional work

163 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

High-density concrete is commonly used for

Residential Buildings

Seismic-resistant structures

Radiation shielding in nuclear plants

Flexible pavements

164 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The most suitable method for scheduling repetitive construction activities, such as road construction is

Critical Path Method (CPM)

Program Evaluation and Review Technique (PERT)

Line of Balance (LOB)

Bar Chart

165 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Kaplan turbines are best suited for

Medium head, medium discharge

High head, low discharge

Low head, high discharge

Cavitation prevention

166 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The Gross Command Area (GCA) of an irrigation project is

The total area under the command including cultivable and uncultivable

The area that can actually be irrigated

The cultivated area in a basin

The area prone to flooding

167 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The duty of a canal system in irrigation engineering is measured as

Cubic meters per hectare

Hectares per cubic meter of water

Liters per hectare

Water depth in meters

168 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In the estimation of length of valley curve, the height of headlight above road surface is assumed to be

0.15 m

0.50 m

0.75 m

1.0 m

169 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

A vehicle is moving on a highway at a speed of 6 m/sec. The coefficient of friction between the road surface and the tyres is 0.40 and the reaction time of the driver is 2.5 sec. Estimate the braking distance. Assume g= 10 m/sec².

3.9 m

4.2 m

4.5 m

4.8 m

170 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The unit weight of the concrete is 2500 kg/m³ The spacing between the contraction joint for plain cement concrete slab is 4.27 m. The coefficient of friction is 1.5. Estimate the allowable stress in tension in cement concrete.

0.78 kg/cm²

0.80 kg/cm²

0.82 kg/cm²

0.84 kg/cm²

171 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The length of safe overtaking sight distance for one-way traffic road is 100 m. Estimate the minimum length of overtaking zone for the one-way traffic road.

500 m

400 m

300 m

200 m

172 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Which of the following layer in rigid pavement is used as drainage layer?

Sub-base layer

PQC layer

Subgrade

Dry lean concrete layer

173 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Spot speed of vehicles observed at a point on a highway are 50, 60, 70 and 80 km/h. What will be time mean speed of observed vehicles?

55 km/h

60 km/h

65 km/h

75 km/h

174 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

A cement concrete pavement has two lanes of 7.2 m with a joint. The area of steel per meter of longitudinal joint is 1.8 cm²/m. The value of allowable working stress in tension is 1800 kg/cm². Assume unit weight of concrete = 2400 kg/m³ and coefficient of friction = 1.5. Estimate the thickness of the cement concrete pavement.

22 cm

23 cm

24 cm

25 cm

175 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The value of allowable working stress in tension and allowable bond stress in deformed bars in concrete is 1400 kg/cm² and 25 kg/cm² respectively. Assume the diameter of tie bar as 10 mm. Estimate the length of the tie bar.

14 cm

140 cm

28 cm

280 cm

176 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In a tension test on a bar, gauge length means

grip to grip distance

the length over which the extensometer grips

the length over which extension is measured

none of the above

177 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Consider the following statements:

Assertion (A): In the case of steel, stress at the breaking point is less than at the ultimate point.

Reason (R): The above statement refers to nominal stress but not to true stress.

Both (A) and (R) are correct and reason is the correct explanation for the assertion

Both (A) and (R) are correct, but reason is not the correct explanation for the assertion

(A) is correct but (R) is false

(A) is false but (R) is correct

178 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Find the horizontal thrust at the left support in a three-hinged parabolic arch with a span of 40 m and a central rise of 5. It carries a point load of 100 kN at 10 m from the left support. In this case, the horizontal thrust is

75 kN

100 kN

250 kN

500 kN

179 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Consider the following statements:

Assertion (A): The plastic neutral axis is also known as the equal area section.

Reason (R): The plastic neutral axis divides the section into areas of tension and compression equally.

Both (A) and (R) are correct and reason is the correct explanation for the assertion

Both (A) and (R) are correct but reason is not the correct explanation for the assertion

(A) is correct but (R) is false

(A) is false but (R) is correct

180 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Partial safety factor for dead load, imposed load and wind load for limit state of collapse are respectively

1.5, 1.5, 1.0

1.5, 1.2, 1.0

1.2, 1.2, 1.5

1.2, 1.2, 1.2

181 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The minimum number of bars to be provided in a circular column is

182 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The coefficient of subgrade friction is 1.5. The unit weight of the concrete and the length of the slab are 2400 kg/cm² and 4.5 m respectively. Estimate the frictional stress developed in cement concrete pavement.

0.79 kg/cm²

0.81 kg/cm²

0.83 kg/cm²

0.85 kg/cm²

183 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Consider the following statements:

Assertion (A): In R.C. design, the nominal shear stress t(v) should not exceed tc(max) specified by code.

Reason (R): If t(v) exceeds tc(max), then there will be compression failure of concrete instead of ductile failure of steel.

Both (A) and (R) are correct and reason is the correct explanation for the assertion

Both (A) and (R) are correct, but reason is not the correct explanation for the assertion

(A) is correct, but (R) is false

(A) is false, but (R) is correct

184 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Yield line theory results in

elastic solution

lower bound solution

upper bound solution

unique solution

185 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In an RCC beam, side face reinforcement is provided if its depth exceeds

300 mm

500 mm

700 mm

750 mm

186 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

When is a masonry wall known as a shear wall?

If the earthquake load is out-of-plane

If the earthquake load is in-plane

If it is unreinforced

If it is placed as infill to the frame

187 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Minimum edge distances specified by the code should be maintained to avoid

rupture of plate

shearing of plate

crushing of plate

both (A) and (C)

188 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The most economical section for a compression member is

rectangular

I-shaped

circular

hollow circular

189 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The strength of timber is maximum when the load applied is

Perpendicular to grain

Inclined at 45° to grain

Parallel to grain

Same in all orientations

190 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The Vicat apparatus is used to determine

Consistency and setting time of cement

Strength of hardened cement paste

Soundness of cement

Fineness modulus of cement

191 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In a slump test, a shear slump indicates

Well-graded aggregates

High workability

Excessive water content

Harsh and non-cohesive mix

192 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The presence of excess gypsum in cement can lead to

Rapid setting of cement

Expansion and cracking in hardened concrete

Reduced durability of concrete

Decreased workability

193 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In a Los Angeles Abrasion test for aggregates, a high abrasion value indicates

High resistance to wear

High resistance to crushing

Low resistance to wear

High durability in high-stress environments

194 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The stress-strain curve of concrete is non-linear primarily due to

Presence of unhydrated cement particles

Plastic behaviour of aggregate particles

Microcracking in the cement matrix

High tensile strength of concrete

195 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The split tensile strength test is preferred over the direct tensile test for concrete because

It produces uniform tensile stress distribution

It prevents premature failure due to stress concentration

It requires a smaller specimen size

It can be performed without special equipment

196 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In tunnel formwork systems, what is the main purpose of using hydraulic jacking?

To reduce the weight of formwork

To prevent concrete shrinkage cracks

To achieve rapid cycling of formwork

To improve bond strength with reinforcement

197 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

The lateral pressure exerted by fresh concrete on vertical formwork is highest in which of the following conditions?

When the pour rate is slow

When using high slump concrete

When the ambient temperature is high

When using large aggregate size

198 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Which of the following dewatering techniques is most effective in sandy soils with high permeability?

Wellpoint system

Electro-osmosis

Cement grouting

Sump pumping

199 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

In a deep excavation site, the groundwater level is lowered by using deep wells. Which of the following factors most significantly affects the drawdown efficiency?

Depth of excavation

Diameter of the well

Type of concrete used in foundations

Permeability of the soil

200 / 200

Category: 2 - GPSC AE Civil (R&B) Exam Paper (Advt. No. 73/2024-25) Part 2 - Technical (Exam Date : 17/04/2025)

Which of the following types of cofferdams is best suited for deep water construction with strong currents?

Earthen cofferdam

Cellular cofferdam

Single-walled sheet pile cofferdam

Rock-fill cofferdam

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