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ESE (CE) Paper II Mock Test - 3 - Civil Engineering (CE) MCQ


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30 Questions MCQ Test - ESE (CE) Paper II Mock Test - 3

ESE (CE) Paper II Mock Test - 3 for Civil Engineering (CE) 2025 is part of Civil Engineering (CE) preparation. The ESE (CE) Paper II Mock Test - 3 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The ESE (CE) Paper II Mock Test - 3 MCQs are made for Civil Engineering (CE) 2025 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for ESE (CE) Paper II Mock Test - 3 below.
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ESE (CE) Paper II Mock Test - 3 - Question 1

The conditions under which Bernoulli’s equation applicable are

  1. The fluid must be inviscid.
  2. The fluid may be compressible.
  3. The flow must be steady.
  4. The flow is along a streamline.

Which of the above statements are CORRECT?

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 1

The flow must be steady, i.e. the flow parameters (velocity, density, etc...) at any point cannot change with time, the flow must be incompressible – even though pressure varies, the density must remain constant along a streamline; friction by viscous forces must be negligible.

The conditions under which Bernoulli’s equation applicable are:

  1. The fluid must be inviscid.
  2. The flow must be steady.
  3. The flow is along a streamline.

Hence option (C) is correct.

ESE (CE) Paper II Mock Test - 3 - Question 2

On railway tracks, corrugation normally occurs on stretches where:

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 2

The typical phenomenon of rail corrugation in metros is that corrugation generally arises when the curve radius is quite small, whereas it rarely occurs when the curve radius is larger or on a straight track.On railway tracks, corrugation normally occurs on stretches where train stop or start.

Hence option (A) is correct.
ESE (CE) Paper II Mock Test - 3 - Question 3

A 12 ml sample of treated waste water requires 188 ml of odour free distilled water to reduce the odour to a level that is just perceptible. What is the threshold odour number for the wastewater sample?

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 3

Hence option (D) is correct.

ESE (CE) Paper II Mock Test - 3 - Question 4

A mild steel tube of mean diameter 16 mm and thickness 2 mm is used as an axially loaded tension member. If fy = 250 MPa, what is the maximum load that the member can carry?

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 4

Hence option (B) is Correct.

ESE (CE) Paper II Mock Test - 3 - Question 5

The maximum permissible deflection for a gantry girder spanning 7.5 m, on which an electric overhead travelling crane of capacity 200 kN is operating, will be

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 5

Maximum deflection for EOT operated gantry girder (upto 500 kN)

Hence option (B) is correct.

ESE (CE) Paper II Mock Test - 3 - Question 6

For the beam shown in figure supports A and B move Δ1 upward and Δ2 downward respectively. The fixed end moment developed at either of supports will be

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 6

ESE (CE) Paper II Mock Test - 3 - Question 7

The probability distribution taken to represent the completion time in PERT analysis is

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 7

Normal distribution

ESE (CE) Paper II Mock Test - 3 - Question 8

A cantilever truss carries a concentrated load P as shown in the figure below.

What is the ratio of axial forces in the members AB, BC and CA respectively?

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 8

ESE (CE) Paper II Mock Test - 3 - Question 9

With the increased value of plasticity index of a soil, the quantity of lime required for its stabilisation will

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 9

Lime reacts with aluminates, silicates (pozollanic material) present in soil and forms calcium silicate and calcium aluminate, compounds responsible for development of soil strength. So if PI increases, then amount of mineral material will be more in soil. Hence, amount of lime required will be more.

ESE (CE) Paper II Mock Test - 3 - Question 10

Unlined irrigation canals, when aligned on curvilinear routes in plan, will have to be pitched on

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 10

Unlined irrigation canals, when aligned on curvilinear routes in plan, will have to be pitched on Concave side only

ESE (CE) Paper II Mock Test - 3 - Question 11

An automobile emits pollutant X which in the atmosphere reacts with oxygen to form XO2. It further reacts with chlorine to form XOCl Which among these is the primary pollutant?

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 11

X = primary pollutant

ESE (CE) Paper II Mock Test - 3 - Question 12

The steepest gradient to be provided on a 4° curve on a BG line having a ruling gradient of 0.5% will be

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 12

Grade compensation for BG curve = 0.04% per degree curve

Total grade compensation = 0.04 x4 = 0.16%

Gradient provided = 0.5% - 0.16% = 0.34%

ESE (CE) Paper II Mock Test - 3 - Question 13

In the following questions two statements are given. Read them carefully and choose from the options given below:

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

b) Both (A) and (R) are true and (R) is NOT the correct explanation of (A).

c) (A) is true but (R) is false.

d) (A) is false but (R) is true.

Assertion (A): Macaulay’s method to determine the slope and deflection at a point in a beam is suitable for beams subjected to concentrated loads and can be extended to uniformly distributed loads.

Reason (R): Macaulay’s method is based upon the modification of moment. This is applicable to a simple beam carrying a single concentrated load but by superposition, this method can be extended to cover any kind of loading.

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 13

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

ESE (CE) Paper II Mock Test - 3 - Question 14

Consider the following statements:

1. For achieving dynamic similarity in model studies on ships, Froude numbers are equated.

2. Reynolds numbers should be equated for studies on aerofoil for dynamic similarity.

3. In model studies on a spillway, the ratio of width to height is equated for kinematic similarity.

Which of the above statements are CORRECT?

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 14

1, 2 and 3

ESE (CE) Paper II Mock Test - 3 - Question 15

Consider the following statements:

  1. Roller support is provided at the end of long span bridge.
  2. Rocker support provides resistance to the lateral movement.
  3. Rocker support has one reaction component.

Which of the above statements is(are) CORRECT?

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 15

1 and 3

ESE (CE) Paper II Mock Test - 3 - Question 16

The design life of an equipment is 10 years. The book value after 1 year calculated by which of the following methods is maximum?

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 16

Sinking fund method

ESE (CE) Paper II Mock Test - 3 - Question 17

Which one of the following principal types of reactors is related to trickling filter cylinder?

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 17

Packed-bed

ESE (CE) Paper II Mock Test - 3 - Question 18

A reinforced concrete beam of 8 m effective span and 0.8 m effective depth is supported on 500 mm × 500 mm column. If the total uniformly distributed load on the beam is 8 MN/m, then the design shear force for the beam is

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 18
ESE (CE) Paper II Mock Test - 3 - Question 19

A vertical photograph of a flat area having an average elevation of 300 m above mean sea level was taken with a camera of focal length 25 cm. A section line AB 300 m long in the area measured 15 cm on the photograph. A tower BP in the area also appears on the photograph. The distance between images of top and bottom of the tower measures 0.5 cm on the photograph. The distance of the image of the top of the tower is 10 cm. The actual height of the tower is

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 19
ESE (CE) Paper II Mock Test - 3 - Question 20

How does the head loss in turbulent flow through pipe vary?

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 20

Head loss in a turbulent flow, HL= V1.7 to 2

ESE (CE) Paper II Mock Test - 3 - Question 21

The pessimistic, optimistic and most likely time estimates (in days) are given below. The expected duration of the project is

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 21

ESE (CE) Paper II Mock Test - 3 - Question 22

Consider the following statements:

  1. The vertical angles cannot be measured by method of repetition.
  2. The component of the distance between two points measured in the north-south direction is called the latitude of the line, between the points.

Which of the above statements is(are) CORRECT?

ESE (CE) Paper II Mock Test - 3 - Question 23

In the following questions two statements are given. Read them carefully and choose from the options given below:

a) Both I and II are true and II is the correct explanation of I.

b) Both I and II are true and II is NOT the correct explanation of I.

c) I is true but II is false.

d) I is false but II is true

Statement (I): Any arch cannot practically be built to the shape of the theoretical arch.

Statement (II): Shape of theoretical arch is affected by loads moving on it.

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 23
Both I and II are true and II is the correct explanation of I.
ESE (CE) Paper II Mock Test - 3 - Question 24

At a point, two mutually perpendicular stresses are acting, i.e. σx = -20 MPA and σy = +40 MPA

 The principal stresses at that point (in MPa) will be

[Tensile stress is positive and compressive stress is negative]

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 24

since there is no sheat stress, and thus, σx and σy will be the principal stresses.

ESE (CE) Paper II Mock Test - 3 - Question 25

The vertical shear stress and horizontal shear stress due to bending in the figure shown below if size of fillet weld is 6 mm is

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 25

ESE (CE) Paper II Mock Test - 3 - Question 26

A chart which is one of the 7 quality control tool is plotted below:

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 26

A scattered diagram is a plot between two variables.

ESE (CE) Paper II Mock Test - 3 - Question 27

For the path of a certain network as shown in figure,. the expected time and standard deviation will be respectively

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 27
ESE (CE) Paper II Mock Test - 3 - Question 28

Consider the following statements:

  1. For single lacing, thickness of lacing flats should not be less than 1/60 of length between inner end bolts.
  2. Maximum slenderness ratio of lacing member is 145.
  3. Angle of lacing should be between 40°-70°.
  4. To prevent buckling of column components between the lacing components,  and also 

Which of the above statements are correct?

ESE (CE) Paper II Mock Test - 3 - Question 29

Excess resources are available to conduct an activity. This statement will be true when the value of ‘slack’ is

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 29

Positive

ESE (CE) Paper II Mock Test - 3 - Question 30

Consider the following statements:

  1. Calculating the value of stress function with the critical load conditions.
  2. Finding position of live load for a maximum value of particular stress function.
  3. Studying the effect of moving load on structure.

Which of the above are correct about use of influence line?

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