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Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - GATE MCQ


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30 Questions MCQ Test - Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II)

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Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 1

Daytime temperature in Delhi can ______ 40°C

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 1

Daytime temperature in Delhi can reach 40°C

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 2

The growth rate of ABC Motors in 2017 was the same ________ XYZ Motors in 2016 .

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 2

The growth rate of ABC Motors in 2017 was the same as that of XYZ Motors in 2016.

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Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 3

Suresh wanted to lay a new carpet in his new mansion with an area of 70 × 55 sq. mts. However an area of 550 sq. mts had to be left out for flower pots. If the cost of carpet is Rs. 50 per sq. mts, how much money (in Rs.) will be spent by Suresh for the carpet now?

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 3

Area of mansion = 70 × 55 = 3850 m2 Area for flower pots = 550 m2
∴ Area left for carpet = 3850 – 550 = 3300m2
∴ Cost = 3300 × 50 = 165000

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 4

A retaining wall with measurements 30 m × 12 m × 6 m was constructed with bricks of dimensions 8 cm × 6 cm×6cm. If 60% of the wall consists of bricks used for the construction is ___________ lakhs.

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 4

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 5

Hima Das was _______ only Indian athlete to win _____________ gold for India.

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 5

Hima Das was the only Indian athlete to win a gold for India.

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 6

Population of state X increased by x% and the population of state Y increased by y% from 2001 to 2011. Assume that x is greater than y. Let P be the ratio of the population of state X to state Y in a given year. The percentage increase in P from 2001 to 2011 is_____________

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 6

Let population of X is ‘A’ in 2001 and
Population of Y is ‘B’ in 2001
∴ Population of A in 2011 
& Population of B in 2011 
Given, A/B = P

% increase in P

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 7

The Newspaper report that over 500 hectares of tribal land spread across 28 tribal settlements in Mohinitampuram forest division have already been “alienated’. A top forest official said, “First the tribals are duped out of their land holdings. Second, the families thus rendered landless are often forced to encroach further into the forests”.
On the basis of the information available in the paragraph, _______ is/are responsible for duping the tribals.

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 7

“it cannot be inferred who”
From given information, nobody can be held responsible.

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 8

An oil tank can be filled by pipe X in 5 hours and pipe Y in 4 hours, each pump working on its own. When the oil tank is full and the drainage hole is open, the oil is drained in 20 hours. 
If initially the tank was empty and someone started the two pumps together but left the drainage hole open, how many hours will it tak for the tank to be filled? (Assume that the rate of drainage is independent of the head)

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 8

Pipe X will fill how much in one hour = 1/5 tank
Pipe Y will fill how much in one hour = 1/4 tank
Drainage will drain out how much water in 1 hour = 1/20 tank
∴ Total tank filled in one hour

2/5 tank gets filled in = 1 hour
∴ Full (i) tank gets filled in  
= 5/2 = 2.5 hr

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 9

Mohan, the manager, wants his four workers to work in pairs. No paper should work for more than 5 hours. Ram and Johan have worked together for 5 hours. Krishna and Amir have worked as a team for 2 hours. Krishan does not want to work with Ram whom should mohan allot to work with Johan, if we wants all the workers to continue working? 

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 9

Conditions given:
(i) Ram & John have worked for 5 hours.
(ii) Krishna doesn’t want to work with Ram.
(iii) No pair should work beyond 5 hours.
Hence, Krishna should work with John to satisfy the above conditions.

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 10

“Popular Hindi fiction, despite – or perhaps because of – its wide reach, often does not appear in our cinema. As ideals that viewers are meant to look up to rather than identify with, Hindi film protagonisits usually read books of apsirational value: textbooks, English books, or high value literature”.

Q. Which one of the following CANNOT be inferred from the paragraph above?

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 10

People do not look up to writers of textbooks, English book or high value literature.

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 11

What is curl of the vector field 2x2yi + 5z2j - 4yzk?

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 11

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 12

Analysis of a water sample revealed that the sample contains the following species.

Q. Concentrations of which of the species will be required to compute alkalinity?

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 12

H2CO3 and HCO3- never come together

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 13

The value of the function f(x) is given at n distinct values of x and its value is to be interpolated at the point x* using all the n points. The estimate is obtained first by the Lagrange polynomial, denoted by IL, and then by the Newton polynomial, denoted by IN.

Q. Which one of the following statements is correct?

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 13

Lagrange’s form is more efficient when you have to interpolate several data sets on the same data point.
Newton’s form is more efficient when you have to interpolate data incrementally. So no relationship between both.

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 14

If the fineness modulus of a sample of the fine aggregates is 4.3, the mean size of the particles in the sample is between

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 14

150 μm, 300 μm, 600 μm, 1.18 mm, 2.36 mm, 4.75 mm, 10 mm, 20 mm, 40 mm, 80 mm
150 – 1
300 – 2
600 – 3

4.75 - 6

*Answer can only contain numeric values
Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 15

The command area of a canal grows only one crop, i.e., wheat. The base period of wheat is 120 days and its total water requirement, Δ, is 40 cm. If the canal discharge is 2 m3/s, the area, in hectares, rounded off to the nearest integer, which could be irrigated (neglecting all losses) is ______________


Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 15

B = 120 days
Δ = 0.4 m and
Δ = 8.64B/D
⇒ D = 2592 ha per (m3/s)
∴ For 2m3/sec water, area will be 5184 ha

*Answer can only contain numeric values
Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 16

The characteristic compressive strength of concrete required in a project is 25 MPa and standard deviation in the observed compressive strength expected at site is 4 MPa. The average compressive strength of cubes tested at different water-cement (w/c) ratios using the same material as is used for the project is given in the table.

The water-cement ratio (in percent, round off to the lower integer) to be used in the mix is________


Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 16

fck = 25 ; σ = 4 MPa
fm = fck + 1.65σ = 31.6 MPa
Using interpolation

= 46.7 (Rounded off to the lowest integer).

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 17

A solid sphere of radius, r, and made of material with density ρs, is moving through the atmosphere (constant pressure, p) with a velocity, ν. The net force ONLY due to atmospheric pressure (Fp) acting on the sphere at any time, t, is

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 17

Force = area × P


Net force will be zero as pressure acts from all sides.

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 18

An earthen dam of height H is made of cohesive soil whose cohesion and unit weight are c and γ, respectively. If the factor of safety against cohesion is Fc, the Taylor’s stability

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 18

Taylor’s stability number, 

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 19

A closed thin walled tube has thickness, t, mean enclosed area within the boundary of the centrline of tube’s thickness, Am, and shear stress τ. Torsional moment of resistance, T of the section would be

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 19

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 20

For a channel section subjected to a downward vertical shear force at its centroid, which one of the following represents the correct distribution of shear stress in flange and web?

*Answer can only contain numeric values
Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 21

The degree of static indeterminancy of the plane frame is shown in the figure is ________


Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 21


Ds = 3C – R'
C = 6
Ds = (3 × 6 – 2) – 1 (due to hinge)
= 15

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 22

Structural failures considered in the mechanistic method of bituminous pavement design are

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 22

As per IRC66:2012

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 23

Which one of the options contains ONLY primary air pollutants?

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 23

Ozone and PAN are secondary air pollutants.

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 24

The following inequality is true for all x close to 0.

What is the value of 

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 24


It is 0/0 form
L’s hospital rule (differentiate)

Putting 0 everywhere ⇒ still 0/0 form.
Differentiating numerator and denominator again,

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 25

The velocity field in a flow system is given by v = 2i + (x + y)j + (xyz)k. The acceleration of the fluid at (1, 1, 2) is

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 25





= 2 + (x + y) + (xyz)(0) + 0


= 2(yz) + (x + y)(xz) + (xyz)(xy) + 0
az = 2(1 × 2) + (1 + 1)(1 × 2) + (1 × 1 × 2) (1×1)
= 10k
Therefore, 

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 26

A steel column is restrained against both translation and rotation at one end and is restrained only against rotation but free to translate at the other end. Theoretical and design (IS: 800 – 2007) values, respectively, of effective length factor of the column are

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 26

As per IS:800-2007

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 27

Euclindean norm (length) of the vector [4 –2 – 6]T is

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 27

The Euclidean norm assigns to each vector the length of its arrow. Because of this, the Euclidean norm is often known as the magnitude. So,
Length 

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 28

An inflow hydrograph is routed through a reservoir to produce an outflow hydrograph. The peak flow of the inflow hydrograph is PI and the time of occurrence of the peak is tI. The peak flow of the outflow hydrograph is P0 and the time of occurance of the peak is t0. Which one of the following statements is correct?

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 28


Pl > Po ; tl < to

*Answer can only contain numeric values
Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 29

Construction of a new building founded on a clayey soil was completed in January 2010. In January 2014, the average consolidation settlement of the foundation in clay was recorded as 10 mm. The ultimate consolidation settlement was estimated in design as 40 mm. Considering double drainage to occur at the clayey soil site, the expected consolidation settlement in January 2019 (in mm, round off to the nearest integer) will be _____________


Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 29

Ultimate consolidation = 40 mm Recorded consolidation = 10 mm





∴ Total recorded consolidation
⇒ 40 × 0.375

Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 30

The notation “SC” as per Indian standard Soil Classification System refers to

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2019 Paper: (Session II) - Question 30

SC : clayey sand

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