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ESE (CE) Paper II Mock Test - 1 - Civil Engineering (CE) MCQ


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30 Questions MCQ Test - ESE (CE) Paper II Mock Test - 1

ESE (CE) Paper II Mock Test - 1 for Civil Engineering (CE) 2025 is part of Civil Engineering (CE) preparation. The ESE (CE) Paper II Mock Test - 1 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The ESE (CE) Paper II Mock Test - 1 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 - 1 below.
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ESE (CE) Paper II Mock Test - 1 - Question 1

Direction: In the following question consists of two statements Assertion(A) and Reason(R). You have to read the statements carefully and select the answers to these questions using the options below.

Assertion (A): a material is incompressible if its poissions ratio is 0.5

Reason(R): the bulk modulus K is related to modulus of elasticity E and to poissons ratio as per well known relationship.

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

Most materials have poissons ratio values ranging between 0 and 0.5. a perfectly incompressible material deformed elastically at small strains would have poissons ration of exactly 0.5 at this value material is incompressible.

Hence option (B) is correct.
ESE (CE) Paper II Mock Test - 1 - Question 2

The detachment of the paint film from the surface is known as

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 2
The detachment of paint film from the surface is called flaking. It occurs when the bond between surface and paint film is poor.

Hence option (C) is correct i.e flaking is also known as PEELING.

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

For a prestressed concrete beam, a minimum clear spacing between group of cables should be

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

Prestressing involves inducing compressive stresses in the zone which will tend to become tensile under external loads. ... Both methods involve tensioning cables inside a concrete beam and then anchoring the stressed cables to the concrete.The minimum clear spacing between groups of cables or ducts of grouped cables shall be greater of the following : (i) 40mm (ii) 5mm plus maximum size of the aggregate .

Hence option (C) is correct.

ESE (CE) Paper II Mock Test - 1 - Question 4

A fixed beam beam of span 4 m is loaded with uniformly distributed load of 1.5 kN/m throughout the span. If during the loading, left support rotates clockwise by 0.001 rad then fixed end moment of left end is [Take EI = 1 × 1010 N-cm2]

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 4

The fixed end moments in the beam can be calculated by superimposing fixed end moment due to rotation of support on fixed end moments due to loading only.

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

Zigzag deposition and movement of sand on a sea beach is called as

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

Littoral drift

ESE (CE) Paper II Mock Test - 1 - Question 6

Consider the following statements regarding notches:

  1. These are designed to maintain the normal water depth in the upstream channel at any two discharge values.
  2. The depth discharge relation can be maintained with close approximation.

Which of the above statements are CORRECT?

ESE (CE) Paper II Mock Test - 1 - Question 7

During a laboratory consolidation test with double-drainage system, a 20 mm thick clay sample underwent 90% consolidation in 10 minutes. If another sample of the same soil is tested with single drainage with all other conditions remaining same, what would be the time required for it to undergo 90% consolidation?

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 7

ESE (CE) Paper II Mock Test - 1 - Question 8

Whenever an activity has zero total float, then

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 8

If an activity has zero total float than free float and independent float will also be zero.

ESE (CE) Paper II Mock Test - 1 - Question 9

In chain surveying, perpendiculars to the chain line are set out by

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 9

In chain surveying, perpendiculars to the chain line are set out by an optical square.

ESE (CE) Paper II Mock Test - 1 - Question 10

Consider the following statements:

1. Most colloidal particles in water are negatively charged.

2. The surface charge on colloidal particles is the major contributor to their stability.

Which of these statement is/are correct?

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 10

Both Statements are correct-

1. Most colloidal particles in water are negatively charged.

2. The surface charge on colloidal particles is the major contributor to their stability.

ESE (CE) Paper II Mock Test - 1 - Question 11

Consider the following statements regarding tensile test diagram for carbon steel with varying carbon contents :

As the carbon content increases

  1. The ultimate strength of steel decreases.
  2. The elongation before fracture increases.
  3. The ductility of the metal decreases.
  4. The ultimate strength of steel increases.

Which of the above statements are CORRECT?

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 11

3 and 4

ESE (CE) Paper II Mock Test - 1 - Question 12

Two point loads 2X and X spaced 3 m apart cross a girder of 9 m span. If the maximum bending moment occurring on the girder is 48 kNm, then the value of X is

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 12
ESE (CE) Paper II Mock Test - 1 - Question 13

A simply supported beam (diamond cross-section) of span 6 m is subjected to a uniformly distributed load throughout its length. The length of plastic hinge (in m) is

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 13

ESE (CE) Paper II Mock Test - 1 - Question 14

The effective height of a masonry wall of height H restrained fully at its top and partially at its bottom is

ESE (CE) Paper II Mock Test - 1 - Question 15

A cantilever beam is subjected to total a uniformly distributed load W over its whole length L and a concentrated upward force W at the mid span. The deflection at free end is

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 15

ESE (CE) Paper II Mock Test - 1 - Question 16

Mohr’s stress circle helps in determining which of the following?

  1. Normal stresses on one plane.
  2. Normal and tangential stresses on two planes.
  3. Principal stress in all three planes.
  4. Inclination of principal planes.

Which of the above statements is(are) CORRECT?

ESE (CE) Paper II Mock Test - 1 - Question 17

Which of the following methods can be adopted while tunneling in soft soils?

  1. Forepoling method
  2. Compressed air method
  3. Needle beam method
  4. Pilot tunnel method
  5. Heading and bench method
Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 17

Pilot tunnel method and heading and bench method are used for tunneling in hard rocks.

ESE (CE) Paper II Mock Test - 1 - Question 18

Rotation of joint B in the frame shown below is

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 18

ESE (CE) Paper II Mock Test - 1 - Question 19

For a pre–tensioned beam, Young’s modulus of steel and concrete are 200 GPa and 35 GPa, respectively. If the ultimate shrinkage strain and ultimate creep coefficient are 200 microns and 1.6, respectively, what is the level of sustained stress in concrete at the level of ‘steel’. If the loss due to creep is three times the loss due to shrinkage.

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 19

ESE (CE) Paper II Mock Test - 1 - Question 20

Consider the following statements:

  1. Primary bonds-ionic, covalent, or metallic bonds, are all relatively strong.
  2. Secondary bonds melt between 100 K and 500 K.
  3. Primary bonds generally melt between 1000 K and 4000 K.

Which of the above statements is/are correct?

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 20

1. Primary bonds-ionic, covalent, or metallic bonds, are all relatively strong (they generally melt between 1000 K and 4000 K).

2. Secondary bonds-Van der Waals and hydrogen bonds, are both relatively weak (they melt between 100 K and 500 K).

ESE (CE) Paper II Mock Test - 1 - Question 21

For the same number of bolts, the maximum efficiency is achieved in

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 21

Diamond pattern

ESE (CE) Paper II Mock Test - 1 - Question 22

Consider the following statements:

  1. Risk is the occurrence of events that have consequences like decreased cost and inability to meet specifications.
  2. GERT technique would be used to find out the through put time of a product whose assembly network has stochastic nature.
  3. Free float is the amount of time that the activity completion time can be delayed without affecting the earliest start time of the immediate successor activity in the network.

Which of the above statements are CORRECT?

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 22

Risk is the occurrence of events that have consequences like increased cost and inability to meet specifications.

ESE (CE) Paper II Mock Test - 1 - Question 23

Considers the following statement regarding Load Path Safety.

  1. Loads moved with any material handling equipment must pass above any personnel.
  2. A suspended load must never be left unattended but must be lowered to the working surface and the material-handling equipment secured before leaving the load unattended.
  3. The load path must be selected and controlled to eliminate the possibility of injury to employees should the material handling equipment fail.
  4. Equipment worked on while supported by material-handling equipment must have a redundant supporting system capable of supporting all loads that could be imposed by failure of the mechanical-handling equipment.

Which of the following statements are correct?

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 23

Loads moved with any material handling equipment must not pass above any personnel.

ESE (CE) Paper II Mock Test - 1 - Question 24

The cubes and cylinders are stored under water or placed in constant temperature at 100% relative humidity before testing

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 24

Concrete i.e. allowed to dry out quickly undergoes considerable early age shrinkage which can cause shrinkage cracks. Besides curing also ensures the cement hydration reaction to progress steadily producing calcium silicate hydrate gel making the concrete denser thereby decreases the porosity and enhances the physical and the mechanical properties of concrete.

ESE (CE) Paper II Mock Test - 1 - Question 25

Consider the following statements

  1. The double mass curve analysis is adopted to check the consistency of rainfall data.
  2. Isohyetal method gives accurate estimate of average rainfall in a particular catchment area.
  3. Depth-area-duration curves of precipitation are drawn as maximizing envelopes through the appropriate data points.

Which of the above statements are correct.

ESE (CE) Paper II Mock Test - 1 - Question 26

A beam with a cantilever arm BC supporting a freely supported end span CD is shown below. The shear force (in tonnes) at A due to a uniformly distributed dead load of intensity 2 t/m covering the entire span ABCD will be

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 26
ESE (CE) Paper II Mock Test - 1 - Question 27

A fillet-welded joint of 8 mm size weld is shown in the figure. The permissible stress in the fillet weld is 120 MPa. The safe load that can be transmitted by the joint is

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 27

Total weld length = (120 x 2) + 40 = 280 mm
Strength of weld per mm length = 0.7 x 8 x 120 = 672 N/mm
Maximum load taken by joint = (672 x 280) / 1000 = 188.16 kN

ESE (CE) Paper II Mock Test - 1 - Question 28

While designing a combined footing, the resultant of the column loads passes through the centre of gravity of the footing so that the net soil pressure obtained is:

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 28

Uniform

ESE (CE) Paper II Mock Test - 1 - Question 29

For a linear elastic structure, minimization of potential energy yields

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 29

 

In a linear elastic structural system for potential energy to be minimum  It represents compatibility condition.

ESE (CE) Paper II Mock Test - 1 - Question 30

The consistency of saturated soil is mainly affected by

Detailed Solution for ESE (CE) Paper II Mock Test - 1 - Question 30

Water content

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