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Civil Engineering (CE) Exam  >  Civil Engineering (CE) Tests  >  ESE (CE) Paper II Mock Test - 4 - Civil Engineering (CE) MCQ

ESE (CE) Paper II Mock Test - 4 - Civil Engineering (CE) MCQ


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30 Questions MCQ Test - ESE (CE) Paper II Mock Test - 4

ESE (CE) Paper II Mock Test - 4 for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The ESE (CE) Paper II Mock Test - 4 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The ESE (CE) Paper II Mock Test - 4 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 - 4 below.
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ESE (CE) Paper II Mock Test - 4 - Question 1
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The maximum tensile stress at the section X–X shown in the figure below is

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

This is a case of combined direct and bending stress

Maximum tensile stress, σmax = PA + MZ

where, A = area of crossection at

x - x = b × d2

Z = Ixy = 112.bd23d4 = 124bd2

M = P × d4 = Pd4

∴σmax = Pbd/2 + pd/4124bd2 = 2Pbd + 6Pbd = 8Pbd

Hence the correct answer is option (A)

ESE (CE) Paper II Mock Test - 4 - Question 2
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The centre of pressure of a plane submerged surface

Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 2

is always below the centroid of area.

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ESE (CE) Paper II Mock Test - 4 - Question 3
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An open circular cylinder 1.2 m high is filled with a liquid to its top. The liquid is given a rigid body rotation about the axis of the cylinder and the pressure at the centre line at the bottom surface is found to be 0.6 m of liquid. What is the ratio of volume of liquid spilled out of the cylinder to the original volume?

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


Original volume of cylinder, V1 = πr2h
= πr2 × 1.2
Volume of liquid spilled out,
∴
 

ESE (CE) Paper II Mock Test - 4 - Question 4
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A body having weight of 1000 N is dropped from a height 10 cm over a closed coiled helical spring of stiffness 200 N/cm. The resulting deflection of spring assuming no loss of energy is nearly
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 4

ESE (CE) Paper II Mock Test - 4 - Question 5
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How high should a helicopter pilot rise at a point A just to see the horizon at point B, if the distance AB is 80 km?
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 5

The height of helicopter/Rise of helicopter = 0.0673 D2

= 0.0673 x (80)2

= 430.72 m

ESE (CE) Paper II Mock Test - 4 - Question 6
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A live load of 20 kN/m and 6 m long, moves on a simply supported girder AB 12 m long. For maximum bending moment to occur at 4 m from left end A, where will the head of load be, as measured from A?
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 6

ESE (CE) Paper II Mock Test - 4 - Question 7
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Consider the following statements :

1. The specific speed for turbines is inversely proportional to H5/4

2. The specific speed for turbines is inversely proportional to H3/4

3. The specific speed for a pumps is inversely proportional to H5/4

4. The specific speed for pumps is inversely proportional to H3/4

Which of these statements are CORRECT?
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 7

The specific speed for turbines is given by

The specific speed for pumps is given by

ESE (CE) Paper II Mock Test - 4 - Question 8
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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): The determination of pH is very important in case of sewage.

Reason (R): Knowledge of pH indicates the source and type of pollutant.
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 8

The determination of pH is very important for sewage because the treatment method to be employed for sewage is very much dependent on the pH.

Knowledge of pH in a way does not indicate the source of pollution because the variation in pH can be due to various reasons.

ESE (CE) Paper II Mock Test - 4 - Question 9
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The beam ABC shown in the given figure is horizontal. The distance to the point of contraflexure from the fixed end A is
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 9

The point where BM is zero and changes sign, is called point of contraflexure.

Distance of point of contraflexure from A is x,
5(1-x)-8(0.75-x) & =0 
x =0.333 m

ESE (CE) Paper II Mock Test - 4 - Question 10
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General shrinkage in concrete is caused by
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 10

drying with a water consistency

ESE (CE) Paper II Mock Test - 4 - Question 11
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A cross-over of 1 in 8 exists between two broad gauge parallel tracks with centres at 5 m apart. The length of the straight track is
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 11
ESE (CE) Paper II Mock Test - 4 - Question 12
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What is the condition of raw water when coagulants used in water treatment function more effectively?
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 12

Slightly alkaline

ESE (CE) Paper II Mock Test - 4 - Question 13
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Choose the correct statements

  1. For the purpose of design as per IS 456, deflection of RC slab or beam is limited to 0.4% of span.
  2. Shear capacity of a concrete beam increases with increase in tension reinforcement.
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 13

For RC slab or beam, maximum permissible deflection  = Span/250 = 0.4% of span

ESE (CE) Paper II Mock Test - 4 - Question 14
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The theorem of three moment equation for a continuous beam expresses the condition of
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 14

None of the above

ESE (CE) Paper II Mock Test - 4 - Question 15
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Consider the following statements:

  1. Lime produced from pure variety of chalk is hydraulic lime.
  2. Lime is added to cement slurry for top coat of plastering to smoothen the plaster and for ease of spread.

Which of the above statements is(are) CORRECT?
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 15

Lime produced from pure chalk is quick lime.

ESE (CE) Paper II Mock Test - 4 - Question 16
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The free mean speed on a roadway is found to be 80 kmph. Under stopped condition the average spacing between the vehicles is 8 m. The capacity of flow (vehicles/hr/lane) will be
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 16

Free mean speed, Vsf = 80 kmph
Jam density, Kj = 1000/8 = 125 vehicles/km/lane
∴ Maximum flow,

ESE (CE) Paper II Mock Test - 4 - Question 17
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The ordinate of IUH of a catchment at any time t is
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 17

slope of the S-curve with effective rainfall intensity of 1 cm/hr.

ESE (CE) Paper II Mock Test - 4 - Question 18
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In a braced vertical excavation of 5 m height and 3 m width in a cohesive soil having undrained cohesion equal to 20 kN/m2 and bulk unit weight of 18 kN/m3, what is the factor of safety against heave failure at its base?
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 18

ESE (CE) Paper II Mock Test - 4 - Question 19
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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): Losses in prestress in pre-tensioned beam are more than the losses in post tensioned beam.

Statement (II): This is mainly due to frictional losses.
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 19
I is true but II is false.
ESE (CE) Paper II Mock Test - 4 - Question 20
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A cantilever type retaining wall has a 5.5 m tall stem. It retains earth level with its top. Width of base slab is given as 3.5 m. The total magnitude of vertical load including the weight of soil is 300 kN and distance of the point of application of the resultant force from the heel end is given as 2 m. The extreme pressure intensities at the base length will be nearly :
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 20

Total vertical load, W = 300 kN
Distance of point of application of the resultant force from the heel end = 2 m
So, eccentricity, e = 2 - (b / 2) = 2 - (3.5 / 2) = 0.25 m

b / 6 = 3.5 / 6 = 0.583 m
∴ e < b / 6
Extreme pressure intensity at the base,

 

ESE (CE) Paper II Mock Test - 4 - Question 21
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Viscous damping is proportional to
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 21

Viscous force, D= FD ∝ v

ESE (CE) Paper II Mock Test - 4 - Question 22
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The critical path for the following network diagram will be
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 22

∴ Critical path = B - E- I - k
Tune = 22 days

ESE (CE) Paper II Mock Test - 4 - Question 23
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Consider the following statements:

  1. Fine grinding of cement results in early development of strength.
  2. Rate of hydration of cement is increased when it is ground finer.

Which of the above statements are CORRECT?
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 23

Fine grinding of cement results in early development of strength.

Rate of hydration of cement is increased when it is ground finer.

ESE (CE) Paper II Mock Test - 4 - Question 24
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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): FMEA is a step-by-step approach for identifying possible failures in a design.

Statement (II): FMEA is also called as “listening to the voice of customer”
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 24

Failure modes and effects analysis (FMEA) is a step by step approach for identifying all possible failures in a design, a manufacturing or assembly process or a product or service. ‘Failure modes’ means the ways, or modes, in which something might fail. Failures are any errors or defects especially ones that affect the customers. ‘Effect analysis’ refers to studying the consequences of those failures.

ESE (CE) Paper II Mock Test - 4 - Question 25
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Which among the following equipment is the best for the purpose of vertical excavation?
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 25

Clamshell

ESE (CE) Paper II Mock Test - 4 - Question 26
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In the one lane one way homogenous traffic stream, the observed average headway is 5 sec. The flow in this traffic stream is
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 26

ESE (CE) Paper II Mock Test - 4 - Question 27
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Horizontal force in cable of suspension bridge
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 27

Horizontal force remains constant while tension along length changes.

ESE (CE) Paper II Mock Test - 4 - Question 28
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For the turnout on a BG track, the curve is starting from toe of the switch and ends at TNC. Number of crossing = 1 in 16 and heel divergence is 15 cm, then the curve lead is
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 28

CL = 2 GN
= 2 x 1.676 x 16
= 53.63 m

ESE (CE) Paper II Mock Test - 4 - Question 29
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The maximum spacing of the lateral ties for the coulumn shown in the figure will be
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 29

Maximum pitch or maximum spacing of lateral ties shall be minimum of

(i) Least lateral dimension = 400 mm

(ii) 16 times smallest dia. bars = 16 × 12 = 192 mm

(iii) 300 mm

Hence, maximum spacing will be 192 mm.

ESE (CE) Paper II Mock Test - 4 - Question 30
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A single angle of thickness 16 mm is connected to a gusset plate by 8 numbers of 20 mm diameter bolts, with pitch 60 mm and edge distance of 40 mm. The net area in block shear along the line of transmitted force is
Detailed Solution for ESE (CE) Paper II Mock Test - 4 - Question 30
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