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

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) 2024 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) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for ESE (CE) Paper II Mock Test - 3 below.
Solutions of ESE (CE) Paper II Mock Test - 3 questions in English are available as part of our course for Civil Engineering (CE) & ESE (CE) Paper II Mock Test - 3 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 - 3 | 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 - 3 - Question 1
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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
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If aggregates completely pass through a sieve of size 75 mm and are retained on a sieve of size 60 mm, the aggregates can be designated as elongated aggregates if the greatest dimension of aggregates is not less than:

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

It will be elongated aggregate if its length is more than 1.8 times of mean dimension
Mean dimension  
So, 67.5 x 1.8 = 121.5 mm

Hence option (D) is correct.

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ESE (CE) Paper II Mock Test - 3 - Question 3
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Which type of brick masonry bond is provided for heavy loads on masonry?

Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 3
English bond (plural English bonds) (masonry) In bricklaying, an arrangement of bricks such that one course has the short sides of the bricks (headers) facing outwards, and the next course has the long sides of the bricks (stretchers) facing outwards.
Hence Option (A) is correct.
ESE (CE) Paper II Mock Test - 3 - Question 4
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Consider the following factors:

  1. Elevation                                             
  2. Temperature
  3. Gradient

For finding the runway length, which of these factors are considered?
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 4

Elevation, temperature and gradient corrections applied to basic runway length will give the actual runway length required.For finding the runway length these factors are considered  1. Elevation  2. Temperature 3.  Gradient

Hence the correct answer is option (D)

ESE (CE) Paper II Mock Test - 3 - Question 5
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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
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A certain waste has a BOD of 160 mg/l and its flow is 1000 m3/day. If the domestic sewage has a BOD of 80 gm/capita, then the population equivalent of the waste  would be
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 6

ESE (CE) Paper II Mock Test - 3 - Question 7
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The ratio of vertical reactions at supports A and B of the simply suppoted beam in the figure shown below is
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 7

ESE (CE) Paper II Mock Test - 3 - Question 8
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Muller Breslau influence theorem is valid for
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 8

Muller Breslau theorem is valid for both statically determinate and indeterminate structures.

ESE (CE) Paper II Mock Test - 3 - Question 9
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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
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The pH of fresh sewage is usually
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 10

The pH of fresh sewage is usually more than 7

ESE (CE) Paper II Mock Test - 3 - Question 11
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A standard penetration test was conducted at 2.5 m below ground surface. The SPT value obtained is 15. The effective pressure due to overburden soil at test level is 180 kN/m2. If water table lies at 2.5 m below ground surface, then corrected final SPT value is
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 11

ESE (CE) Paper II Mock Test - 3 - Question 12
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The bending moment diagram of the beam shown in figure is
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 12

ESE (CE) Paper II Mock Test - 3 - Question 13
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Consider the following statements regarding refractory bricks:

1. Chrome bricks are known as neutral bricks.

2. Water absorption of bricks should not exceed 20%.

3. The furnace is fired at temperature more than 1400°C.
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 13

Water absorption of refractory bricks should not exceed 10%.

ESE (CE) Paper II Mock Test - 3 - Question 14
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How does the head loss in turbulent flow through pipe vary?
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 14

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

ESE (CE) Paper II Mock Test - 3 - Question 15
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Which of the following equipments are used for excavation?

  1. Hoe
  2. Scraper
  3. Power shovel
  4. Bull dozer
  5. Dump truck
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 15

Dump truck is used for hauling purpose.

ESE (CE) Paper II Mock Test - 3 - Question 16
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Consider the following statements for a compression member:

  1. The effective length of column (or compression member) depends on the boundary conditions at its ends.
  2. The elastic critical stress in compression increases with decrease in slenderness ratio.
  3. The ratio of effective length of compression member to its radius of gyration is called as slenderness ratio.

Which of the above statements are CORRECT?
ESE (CE) Paper II Mock Test - 3 - Question 17
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Minimum percentage of area of HYSD reinforcement in a 150 mm thick water tank wall is
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ESE (CE) Paper II Mock Test - 3 - Question 18
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FMEA is used in which phase of 6-sigma methodology?
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 18

Using FMEA, original data is collected that will be used for measuring the variables that affect the process specifications.

ESE (CE) Paper II Mock Test - 3 - Question 19
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Section of a right circular cone by a plane neither parallel to any generator of the cone nor perpendicular or parallel to the axis of the cone is
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 19

Ellipse or Hyperbola

ESE (CE) Paper II Mock Test - 3 - Question 20
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Which one of the following Classification of Extinguishers is not correct?
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 20

Class A extinguisher: For use on ordinary combustibles such as wood or paper. These extinguishers are normally water. They normally operate by changing water to steam, which has a cooling effect on the fires.

Class B extinguisher: For use on flammable materials or combustible materials such as kerosene, gasoline, and grease.

Class C extinguisher: For use on electrical fires. Utilizes a nonconducting extinguishing agent is such as carbon dioxide or certain dry chemicals.

Class D extinguisher: For use on combustible metals such as magnesium, titanium, sodium, potassium, and zirconium.

ESE (CE) Paper II Mock Test - 3 - Question 21
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If principal stress at a point in a strained material are P1 and P2, then the resultant stress Pr on the plane carrying maximum shear stress will be
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 21

ESE (CE) Paper II Mock Test - 3 - Question 22
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Consider the following statements regarding Ishikawa diagram.

  1. Ishikawa diagram is also known by the cause and effect or fishbone diagram.
  2. It is used to explore all the potential or real causes that result in a single effect.
  3. In this diagram causes are arranged according to their levels of importance or details resulting in a depiction of relationship and hierarchy of events.

Choose the correct statements:
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 22

The cause-and-effect diagram, also termed as the fishbone diagram or the Ishikawa diagram, was the brainchild of Kaoru Ishikawa. The fishbone diagram identifies many possible causes for a problem or an effect. It can be used to structure a brainstorming session. It immediately sorts ideas into useful categories. This diagram is used to explore all the potential or real cause (or inputs) that result in a single effect (or  output). The causes are arranged according to their levels of importance or detail, resulting in a depiction of relationships and hierarchy of events. This diagram can also be used to search for root causes, identify areas where there may be problems

and compare the relative importance of different causes.

ESE (CE) Paper II Mock Test - 3 - Question 23
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Consider the following statements:

  1. When wind load is the primary load, no increase in the allowable stresses is provided for in members or fasteners.
  2. Due to wind load acting along with dead and live loads, increase in allowable stress upto 33.33% can be provided for.
  3. Due to wind load acting along with dead load, increase in allowable stress of 25% in foundation bolts can be provided for.

Which of these statements are CORRECT?
ESE (CE) Paper II Mock Test - 3 - Question 24
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A circular hole of diameter ‘R’ is punched out from a circular plate of radius ‘R’ as shown in figure. The moment of inertia of the resulting section about x-x axis will be
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 24
ESE (CE) Paper II Mock Test - 3 - Question 25
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A Pitot tube (coefficient = 1.0) is used to measure the velocity of air of density 1.2 kg/m3. If the head difference in a vertical U-tube filled with water is 12 mm then the velocity of air in m/sec is
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 25

ESE (CE) Paper II Mock Test - 3 - Question 26
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Find the correct front side view of the given pictorial view.
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 26

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

Positive

ESE (CE) Paper II Mock Test - 3 - Question 28
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The qualitative ILD for moment at D in the following two hinged arch is
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 28

ESE (CE) Paper II Mock Test - 3 - Question 29
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A rectangular concrete beam of width 120 mm and depth 200 mm is prestressed by pretensioning to a force of 150 kN at an eccentricity of 20mm. The cross– sectional area of the prestrestressing steel is 187.5 mm2. Take modulus of eleasticity of steel and concrete as 2.1 × 105 MPa and 3.0 × 104 MPa respectively. The percentage loss of stress in the prestressing steel due to elastic deformation of concrete is
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 29
ESE (CE) Paper II Mock Test - 3 - Question 30
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As per IS:456-2000, a reinforced concrete column shall have longitudinal steel reinforcement and the cross–section area of such reinforcement shall not be less than x% nor more than y% of the cross–sectional area of column required to transmit all the loading. The value of x and y respectively are:
Detailed Solution for ESE (CE) Paper II Mock Test - 3 - Question 30

0.8 and 6

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