All Courses
Get the App Signup / Login
Sign in Open App
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


Test Description

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.
Solutions of ESE (CE) Paper II Mock Test - 4 questions in English are available as part of our course for Civil Engineering (CE) & ESE (CE) Paper II Mock Test - 4 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 - 4 | 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 - 4 - Question 1
Save

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
Save

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.

1 Crore+ students have signed up on EduRev. Have you? Download the App
ESE (CE) Paper II Mock Test - 4 - Question 3
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
Save

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
View more questions
Information about ESE (CE) Paper II Mock Test - 4 Page
In this test you can find the Exam questions for ESE (CE) Paper II Mock Test - 4 solved & explained in the simplest way possible. Besides giving Questions and answers for ESE (CE) Paper II Mock Test - 4, EduRev gives you an ample number of Online tests for practice

Top Courses for Civil Engineering (CE)

Download as PDF

Top Courses for Civil Engineering (CE)

Important Questions for ESE (CE) Paper II Mock Test - 4

Find all the important questions for ESE (CE) Paper II Mock Test - 4 at EduRev.Get fully prepared for ESE (CE) Paper II Mock Test - 4 with EduRev's comprehensive question bank and test resources. Our platform offers a diverse range of question papers covering various topics within the ESE (CE) Paper II Mock Test - 4 syllabus. Whether you need to review specific subjects or assess your overall readiness, EduRev has you covered. The questions are designed to challenge you and help you gain confidence in tackling the actual exam. Maximize your chances of success by utilizing EduRev's extensive collection of ESE (CE) Paper II Mock Test - 4 resources.

ESE (CE) Paper II Mock Test - 4 MCQs with Answers

Prepare for the ESE (CE) Paper II Mock Test - 4 within the Civil Engineering (CE) exam with comprehensive MCQs and answers at EduRev. Our platform offers a wide range of practice papers, question papers, and mock tests to familiarize you with the exam pattern and syllabus. Access the best books, study materials, and notes curated by toppers to enhance your preparation. Stay updated with the exam date and receive expert preparation tips and paper analysis. Visit EduRev's official website today and access a wealth of videos and coaching resources to excel in your exam.

Online Tests for ESE (CE) Paper II Mock Test - 4

Practice with a wide array of question papers that follow the exam pattern and syllabus. Our platform offers a user-friendly interface, allowing you to track your progress and identify areas for improvement. Access detailed solutions and explanations for each test to enhance your understanding of concepts. With EduRev's Online Tests, you can build confidence, boost your performance, and ace ESE (CE) Paper II Mock Test - 4 with ease. Join thousands of successful students who have benefited from our trusted online resources.
© EduRev
Education Revolution
Follow Us
Signup to see your scores go up within 7 days!
Access 1000+ FREE Docs, Videos and Tests
Takes less than 10 seconds to signup