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Civil Engineering (CE) Exam  >  Civil Engineering (CE) Tests  >  ESE (CE) Paper II Mock Test - 5 - Civil Engineering (CE) MCQ

ESE (CE) Paper II Mock Test - 5 - Civil Engineering (CE) MCQ


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30 Questions MCQ Test - ESE (CE) Paper II Mock Test - 5

ESE (CE) Paper II Mock Test - 5 for Civil Engineering (CE) 2025 is part of Civil Engineering (CE) preparation. The ESE (CE) Paper II Mock Test - 5 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The ESE (CE) Paper II Mock Test - 5 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 - 5 below.
Solutions of ESE (CE) Paper II Mock Test - 5 questions in English are available as part of our course for Civil Engineering (CE) & ESE (CE) Paper II Mock Test - 5 solutions in Hindi for Civil Engineering (CE) course. Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free. Attempt ESE (CE) Paper II Mock Test - 5 | 150 questions in 180 minutes | Mock test for Civil Engineering (CE) preparation | Free important questions MCQ to study for Civil Engineering (CE) Exam | Download free PDF with solutions
ESE (CE) Paper II Mock Test - 5 - Question 1
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The principle of superposition is applicable to

Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 1

The superposition principle applies to any linear system, including algebraic equations, linear differential equations, and systems of equations of those forms. The stimuli and responses could be numbers, functions, vectors, vector fields, time-varying signals, or any other object that satisfies certain axioms.The principle of superposition is applicable to linear elastic behavior of material and small displacement theory

Hence option (C) is correct.

ESE (CE) Paper II Mock Test - 5 - Question 2
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Consider the following structure:
 

The horizontal shear in column ‘NQ’ is [Use portal method]

Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 2

P + 2P + P = 20 + 30 + 40 - 30
4P = 60
P = 15 kN
∴ Horizontal shear in column NQ = 2P = 2 × 15 = 30 kN
Hence option (A) is correct.

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ESE (CE) Paper II Mock Test - 5 - Question 3
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The gel-space ratio of a concrete sample is given as 0.589. What is the theoretical compressive strength (in N/mm2) of that concrete sample?

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

Let

x = Gel-space ratio

∴ Theoretical compressive strength of concrete = 240 x3

= 240 x (0.589)3

= 49.04 MPa

Hence option (A) is correct.

ESE (CE) Paper II Mock Test - 5 - Question 4
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Transpiration is measured by an instrument called
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 4

 A device for measuring transpiration, consisting of a vessel containing soil in which one or more plants are rooted and sealed so that water can escape only by transpiration from the plant i.e phytometer.

Hence option (C) is correct

ESE (CE) Paper II Mock Test - 5 - Question 5
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The flow net for an earthen dam with 32 m water depth consists of 25 equipotential lines and 5 flow lines. If the discharge per meter length of the dam is 0.0002 m3/sec, then what is coefficient of permeability of dam material?
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 5

Hence option (D) is correct.

ESE (CE) Paper II Mock Test - 5 - Question 6
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At a point in a body, ε1 = 0.0004 and ε2 = –0.00012. If E = 2 × 105 MPa and μ = 0.3, then the smallest normal stress and the largest shearing stress are respectively
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 6

ESE (CE) Paper II Mock Test - 5 - Question 7
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What is the modulus of elasticity of standard timber (Group B) in (MN/cm2)?
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 7

1.0 to 1.25

ESE (CE) Paper II Mock Test - 5 - Question 8
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Which of the following is(are) limitations of break even chart?

  1. The break even chart is a tool for a short run analysis.
  2. The revenue line may also not be straight.
  3. Analysis of breakeven chart presents additional difficulty when a company produces a variety of products.
ESE (CE) Paper II Mock Test - 5 - Question 9
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What is the required plan size of a square sedimentation tank having effective depth as 3 m and flow rate as 50 MLD with admissible surface loading of 80000 l/m2/day?
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 9

ESE (CE) Paper II Mock Test - 5 - Question 10
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Two bars one of material A and the other of material B of same length are tightly secured between two unyielding walls. Coefficient of the thermal expansion of bar A is more than that of B. When temperature rises then the stresses induced are
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 10

In the question it is no where said that two bars are connected. Since they are placed at different places, both bars will experience compression corresponding to their respective values of thermal expansion.

ESE (CE) Paper II Mock Test - 5 - Question 11
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In a rectangular channel carrying uniform flow with a specific energy E and depth of flow yc , the ratio E/Yc is equal to
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 11

ESE (CE) Paper II Mock Test - 5 - Question 12
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If the pavement on horizontal curve is kept horizontal across the alignment, then what is pressure on the inner and outer wheels of a vehicle which is moving on the curve?
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 12

Cant is provided on the horizontal curve so that both outer and inner tyres take equal pressure while turning. If no super-elevation is provided the pressure on outer tyres become more due to overturing force.

ESE (CE) Paper II Mock Test - 5 - Question 13
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Traffic flow equation for a section of road is U = 100 – 0.8 K, where ‘U’ is speed (in kmph) and ‘K’ is density (in vehicles per km). The maximum expected flow is
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 13

Traffic flow equation: U = 100 - 0.8 K

When K = 0:

∴ U = 100 km/h

When U = 0:

K = 100 / 0.8 = 125 vehicles per km

ESE (CE) Paper II Mock Test - 5 - Question 14
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A steel rod of 16 mm diameter has been used as a tie in a bracing system, but may be subjected to possible reversal of stress due to force other than wind on earthquake. What is the maximum permitted length of the member?
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 14

Radius of gyration of steel bar, (a)

ESE (CE) Paper II Mock Test - 5 - Question 15
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A laced column is designed to carry 1000 kN axial load. The force on lacing bar will be [Take θ = 60°]
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 15
ESE (CE) Paper II Mock Test - 5 - Question 16
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In a reinforced concrete member, the best way to ensure adequate bond is
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 16

Large number of small diameter bars provide more surface area for bond between concrete and rebar.

ESE (CE) Paper II Mock Test - 5 - Question 17
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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): Bar chart are plots in the time dimension and depict the performance of various activities of a project.

Statement (II): One advantage of a bar chart is that the inter-sequence and linkage of all activities is indicated there in.
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 17

I is true but II is false.

ESE (CE) Paper II Mock Test - 5 - Question 18
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Consider the following statements regarding air pollution:

  1. Tiny quantities of over 30 rare gases would warm the atmosphere over the Earth more rapidly than CO2.
  2. Necrosis refers to killing of tissue which is the effect of air pollutants on vegetation.
  3. Air pollutant concentration and time of retention increases due to inversion.

Which of the above statements are CORRECT?
ESE (CE) Paper II Mock Test - 5 - Question 19
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Consider the following statements :

  1. The drained tests using triaxial test apparatus are useful in the study of drainage of water through the soil sample and hence the permeability of soil sample.
  2. The permeability of soil is an important property useful in estimation of loss of impounded water through permeable soil layer below the earth dam.

Which of the following statements is(are) CORRECT?
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 19

Triaxial test is used to measure the permeability of low permeability soils. Test involves the establishment of a steady-state flow condition in a cylindrical condition housed in triaxial permeability cell.

ESE (CE) Paper II Mock Test - 5 - Question 20
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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): A dock is an artificial enclosure for the reception of ships.

Statement (II): Dry docks are used for loading and unloading of passengers and cargo.
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 20

Dry docks are used for repair of vessels.

ESE (CE) Paper II Mock Test - 5 - Question 21
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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): The main problem in sequential design is the time consumption.

Statement (II): In sequential design the next stage can not start until the previous stage is finished.
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 21

Sequential engineering is the process of marketing, engineering design, manufacturing, testing and production where each stage of the development process is carried out separately and the next stage cannot start until the previous stage is finished. Therefore, the information flow is only in one direction and it is not until the end of the chain. Changes and corrections can be relayed only at the start of the sequence. This can cause many problems, such as time consumption due to many modifications being made as each stage does not take into account the next. So concept of concurrent engineering is more efficient.

ESE (CE) Paper II Mock Test - 5 - Question 22
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A chart which is one of the 7 quality control tool is plotted below:

What is the given quality control as specified in this chart?
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 22

A Pareto chart contains bar chart and line chart on a single diagram.

ESE (CE) Paper II Mock Test - 5 - Question 23
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Consider the following statements:

  1. One year strength of continuously moist cured concrete is 40% higher than that of 28 days strength.
  2. Moist curing for the first seven to fourteen days results in a compressive strength of 70 to 80% of that of 28 days moisture curing.
  3. Curing of concrete by steam under pressure results in early gain of compressive strength of concrete.

Which of the above statements is(are) CORRECT?
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 23

IS 456 : 2000 stipulates a minimum of 7 day moist curing while IS : 7861 (Part I) 1975 stipulates a minimum of 10 days curing under hot weather condition. On an average, the one-year strength of continuously moist cured concrete is 40% higher than that of 28 days moist cured concrete, while non moist curing can lower the strength to about 40%. Moist curing for the first 7 to 14 days may result in a compressive strength of 70% - 85% of that of 28 days moist curing.

ESE (CE) Paper II Mock Test - 5 - Question 24
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Two circular bars A and B of the same material are subjected to the same pull (P) and are deformed by the same amount. The bar A has uniform diameter of 50 mm. The ratio of their length (lA / lB)  if B tapers uniformily from 80 mm at one end to 40 mm at the other, will be
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 24

ESE (CE) Paper II Mock Test - 5 - Question 25
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Plate load test was conducted on clay with 1000 mm square plate. The ultimate bearing capacity of soil from load settlement curve was found to be 180 kN/m2. Now if the actual foundation size is 3 m square then the the difference in ultimate bearing capacities of foundation and plate is
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 25

For a clayey soil, φ = 0 implies Nγ = 0. Therefore, qu = cNc + qNq, and thus the ultimate bearing capacity is independent of the size of the footing. As a result, both the plate and the foundation will have the same ultimate bearing capacities, and the difference between them is zero.

ESE (CE) Paper II Mock Test - 5 - Question 26
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Which of the following statements is(are) CORRECT?

  1. Tender is an agreemet enforceable by law.
  2. Arbitration is the process of the settlement of a dispute by impartial refrees agreed upon by the parties concerned.
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 26

Contract is an agreement enforceable by law.

ESE (CE) Paper II Mock Test - 5 - Question 27
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If a circular thin plate is inclined at 20° with the HP and 30° with the VP, then its side view will be
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 27

Straight line

ESE (CE) Paper II Mock Test - 5 - Question 28
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Find the value of ‘a’ for simultaneous collapse of spans AB and BC, considering MP = Constant.
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 28

For simultaneous collapse of spans AB and BC , plastic hinges must form at $\mathrm{A}, \mathrm{B}$ and midspan of AB.

ESE (CE) Paper II Mock Test - 5 - Question 29
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Which one of the following shear stress distribution diagrams is correct for cross-section of the beam as shown in figure below?
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 29
ESE (CE) Paper II Mock Test - 5 - Question 30
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The distance through which the tongue rail move laterally at the toe of the switch for the movement of train is called as
Detailed Solution for ESE (CE) Paper II Mock Test - 5 - Question 30

Throw of switch

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