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Civil Engineering (CE) Exam  >  Civil Engineering (CE) Tests  >  MPPGCL JE Civil Mock Test - 6 - Civil Engineering (CE) MCQ

MPPGCL JE Civil Mock Test - 6 - Civil Engineering (CE) MCQ


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30 Questions MCQ Test - MPPGCL JE Civil Mock Test - 6

MPPGCL JE Civil Mock Test - 6 for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The MPPGCL JE Civil Mock Test - 6 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The MPPGCL JE Civil Mock Test - 6 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for MPPGCL JE Civil Mock Test - 6 below.
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MPPGCL JE Civil Mock Test - 6 - Question 1
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Direction: In the following question, a sentence has been given in Active/Passive Voice. Out of the four alternative suggested, select the one which best expresses the same sentence in Passive/Active Voice.

Who is creating this mess?

Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 1

Use structure “By + question word + subject + auxiliary + past participle”
As per the given above sentence is given in Passive Voice.
By whom is this mess being created?
Hence , option D is correct sentence .

MPPGCL JE Civil Mock Test - 6 - Question 2
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Directions: In questions given below out of four alternatives, choose the one which can be substituted for the given word/sentence.

Q. State in which the few govern the many.

Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 2

One word substitution is Oligarchy.

Monarchy: A form of government with a monarch at the head.

Oligarchy: A small group of people having control of a country or organization.

Plutocracy: A state or society governed by the wealthy.

Autocracy: A system of government by one person with absolute power.

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MPPGCL JE Civil Mock Test - 6 - Question 3
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Find out the Synonym of the following word:

FAKE

Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 3
  • Meaning of Fake: Not genuine, imitation or counterfeit.
  • Meaning of Original: present or existing from the beginning; first or earliest
  • Meaning of Trustworthy: able to be relied on as honest or truthful
  • Meaning of Loyal: giving or showing firm and constant support or allegiance to a person or institution
MPPGCL JE Civil Mock Test - 6 - Question 4
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Who organised the Non-Aligned Movement?
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 4

Indian Prime Minister Jawaharlal Nehru, together with Egypt and Yugoslavia, organised the Non-Aligned Movement.

MPPGCL JE Civil Mock Test - 6 - Question 5
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The landforms on earth are formed by
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 5

Tectonic plate movement under the Earth can create landforms by pushing up mountains and hills.Erosion by water and wind can wear down land and create landforms like valleys and canyons. Both processes happen over a long period of time, sometimes millions of years.

MPPGCL JE Civil Mock Test - 6 - Question 6
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Direction: In the following questions, choose the word opposite in meaning to the given word as your answer.

Vanity
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 6

The word Vanity (Noun) means : too much pride in your own appearance, abilities or achievements; arrogance.
The word Humility (Noun) means: the quality of being humble. 

MPPGCL JE Civil Mock Test - 6 - Question 7
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The value of Poisson's ratio of concrete is
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 7
The value of Poisson's ratio of concrete is 0.2.

Poisson’s ratio of concrete is the ratio of transverse strain to longitudinal strain in a concrete specimen subjected to axial loads. The longitudinal strain and vertical strain are produced due to concrete volume reduction under compression load. Volume reduction of the concrete specimens is the result of crushing small aggregate sizes due to exerted loads. Poisson’s ratio of concrete is a constant for determining the stress and deflection properties of structures such as beams, plates, and shells

MPPGCL JE Civil Mock Test - 6 - Question 8
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The economical spacing of trusses varies from -
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 8
For economical spacing of trusses, the cost of trusses should be equal to twice the cost of purlins plus the sot of roof covering,

i,e, t = 2p + r

Where t = cost of trusses

p = cost of purlines

r = cost of roof covering

As a guide, the spacing of the roof trusses can be kept 1/4 of the span for up to 15 m, and 1/5 of span from 15 – 30 m spans of roof trusses.

MPPGCL JE Civil Mock Test - 6 - Question 9
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Quicksand is a-
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 9
Quick Sand condition If the seepage pressure becomes equal to the pressure due to the submerged weight of the soil, then evidently, the effective pressure is reduced to zero. In such a limiting case, the Cohesionless soil loses all its shear strength, and the soil particles will tend to move up in the direction of flow. This phenomenon of the lifting of soil particles is called the quick condition or boiling condition, or quick sand. The hydraulic gradient corresponding to this situation (Just starting) is called critical hydraulic gradient ((ic)) Where,

G= Specific gravity

e= void ratio

MPPGCL JE Civil Mock Test - 6 - Question 10
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The difference in pressure head, measured by a mercury water differential memo meter for a 20 cm difference of mercury level, will be:
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 10

Pressure difference

Hence h = 2.72 m

MPPGCL JE Civil Mock Test - 6 - Question 11
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A rain hyetograph is:
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 11

A rain hyetograph is curve showing intensity of rainfall with time and curve showing mean depth with area is depth area duration.

MPPGCL JE Civil Mock Test - 6 - Question 12
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The SI unit of kinematic viscosity is-
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 12

The SI unit of kinematic viscosity is square meters per second (m2/s).
Kinematic viscosity is a measure of a fluid's internal resistance to flow under gravitational forces. It is determined by measuring the time in seconds required for a fixed volume of fluid to flow a known distance by gravity through a capillary within a calibrated viscometer at a closely controlled temperature.
Hence, the correct option is (A).

MPPGCL JE Civil Mock Test - 6 - Question 13
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If d and n are the effective depth and depth of neutral axis respectively of a singly reinforced beam, the lever arm of the beam is-
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 13
Lever arm of the beam (LA) (=(d−(n/3)))

Hence the option D is correct.

MPPGCL JE Civil Mock Test - 6 - Question 14
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If a uniform bar is supported at one end in a vertical direction and loaded at the bottom end by a load equal to the weight of the bar, the strain by a load equal to the weight of the bar, the strain energy as compared to that due to self-weight will be-
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 14
Strain energy (U)(=½(WΔ))

Now, axil deformation due to load W is given by (Δ1=WL/AE)axial deformation due to self-weight W is given by (Δ2=WL/2AE)

(NowΔ1=2Δ2)(and U∞Δ)

Hence strain energy due to load W is given by (U1=(1/2)WΔ1)

(U1=2U2)

Hence strain energy as compared to that due to self-weight will be double.

Hence the option C is correct.

MPPGCL JE Civil Mock Test - 6 - Question 15
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When slenderness ratio in column lies between 32 to 120, it is known as-
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 15
The columns with their lengths varying from 8 times their diameter to 30 times their respective diameters or their slenderness ratio lying between 32 and 120 are classified under the medium column.

Hence the option C is correct.

MPPGCL JE Civil Mock Test - 6 - Question 16
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If a column is effectively held in position and restrained against rotation at one end and the other restrained against rotation but not held in the position, then the recommended value of effective length is-
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 16
If a column is effectively placed in position and restrained against rotation at one end and restrained against rotation at the other but not held in position, the recommended value of effective length is 1.2 (l).

Hence the correct answer is option C.

MPPGCL JE Civil Mock Test - 6 - Question 17
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Re-oxygenation curve of a polluted stream-
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 17
To counterbalance the consumption of D.O. due to de-oxygenation atmosphere supplies oxygen to the water. This is known as re-Oxygenation. It Increases with the time of flow from the point of pollution.

Hence the correct answer is option B.

MPPGCL JE Civil Mock Test - 6 - Question 18
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Determine the coefficient of permeability of a confined aquifer 6m thick which gives a steady discharge of 20 liters/sec through a well of 0.5 m radius. The height of water in the well, which was 12 m above the base before pumping, dropped to 8 m. Take the radius of influence as 300 m.
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 18
discharge q = 20 liters/sec

radius of influence R = 300 m

thick b = 6m

radius r = 0.5 m

confined aquifer

k = 0.0345 m/sec

Hence the correct answer is option A.

MPPGCL JE Civil Mock Test - 6 - Question 19
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The maximum numerical value of Poisson’s ratio is
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 19
The Poisson's ratio of a stable, isotropic, linear elastic material must be between −1.0 and +0.5 because of the requirement for Young's modulus, the shear modulus, and bulk modulus to have positive values. Most materials have Poisson's ratio values ranging between 0.0 and 0.5.

Hence the correct answer is option C.

MPPGCL JE Civil Mock Test - 6 - Question 20
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The initial setting time of fresh concrete should be
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 20

Initial setting time shall not be less than 30 minutes and final setting time should not be more than 10 hours.

MPPGCL JE Civil Mock Test - 6 - Question 21
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The shape of the bending moment diagram of a beam subjected to bending moment at the end of a cantilever beam is
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 21
Sagging moment is positive and hogging moment is negative. The above is the shear force diagram. Since it is a pure bending case, i.e., no force is applied on it, so beam purely bends in the form of a circular arc.
MPPGCL JE Civil Mock Test - 6 - Question 22
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Identify which grade of cement is not available in the Indian market.
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 22
23 grade of cement is not available in the Indian market.

Hence the correct answer is option A.

MPPGCL JE Civil Mock Test - 6 - Question 23
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Rapid setting cement contains a relatively higher proportion of
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 23
Large proportion of lime is the distinguishing feature of rapid hardening cement. Rapid hardening cement is burnt at a higher temperature than that of the OPC under more controlled conditions.

Hence the correct answer is option A.

MPPGCL JE Civil Mock Test - 6 - Question 24
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Assumption made in Terzaghi's consolidation theory is-
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 24
The soil is homogeneous (uniform in composition throughout) and isotropic (show the same physical property in each direction). The soil is fully saturated (zero air voids due to water content being so high). The solid particles are incompressible.
MPPGCL JE Civil Mock Test - 6 - Question 25
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When the required length of fillet weld cannot be achieved, then the following type of welds is used to supplement fillet welds :
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 25
When the required length of fillet weld cannot be achieved, then the Slot and plug welds are used to supplement fillet welds.
MPPGCL JE Civil Mock Test - 6 - Question 26
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According to Terzaghi, the net ultimate bearing capacity of clay is given by-

Where (Nq, Nγ, and Ne) are bearing capacity factors, (c) is the cohesion.
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 26
Where (Nq, Nγ, and Ne) are bearing capacity factors, C is the cohesion.
MPPGCL JE Civil Mock Test - 6 - Question 27
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In a pre-stressed member, it is advisable to use-
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 27
To withstand high stresses in prestressed concrete members, high-grade material is required.
MPPGCL JE Civil Mock Test - 6 - Question 28
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coefficient of permeability is directly proportional to the-
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 28
It was studied by Allen Hazen that the coefficient of permeability (k) of soil is directly proportional to the square of the particle size (D). Thus permeability of coarse-grained soil is very large as compared to that of fine-grained soil.

Hence, the correct option is (B)

MPPGCL JE Civil Mock Test - 6 - Question 29
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While designing combined footing, the resultant of the column loads passes, through the center of gravity of the footing slab such that the net soil pressure obtained is-
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 29
It is desirable to design combined footing so that the centroid of the footing area coincides with the resultant of the two-column loads. This produces uniform bearing pressure over the entire area and forestalls a tendency for the footing to tilt.

Hence, the correct option is (C)

MPPGCL JE Civil Mock Test - 6 - Question 30
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The main objective of compaction of concrete is:
Detailed Solution for MPPGCL JE Civil Mock Test - 6 - Question 30
Compaction of concrete is the process adopted for expelling the entrapped air as far as possible from the concrete to achieve the highest possible density of the compacted mass.

  • Compaction improves the fluidity of concrete and with the reduction of internal friction, packing of coarse aggregates take place

  • A well-compacted concrete is free of the loose pockets and air bubbles of entrapped air

  • The main purpose of compaction of concrete is to get a dense mass without voids, to get the concrete to surround all reinforcement, and to fill all corners i.e. to provide intimate contact between the concrete and embedded materials

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