Civil Engineering (CE) Exam  >  Civil Engineering (CE) Tests  >  Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Civil Engineering (CE) MCQ

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Civil Engineering (CE) MCQ


Test Description

30 Questions MCQ Test - Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I)

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) below.
Solutions of Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) questions in English are available as part of our course for Civil Engineering (CE) & Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) 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 Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) | 65 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
Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 1

⊕ and Θ are 2 operators on numbers p and q such that   if x ⊕ y = 2 Θ 2, then x = 

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 1

Given :

∴    ......(i) 
and   
∴    .....(ii)
From equation (i) and (ii),  

∴ x2 + y− 2xy = 0
(x − y)= 0
∴ x = y satisfy the condition.  
Hence, the correct option is (A). 

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 2

Four persons P, Q, R and S are to be seated in a row, all facing the same direction, but not necessarily in the same order. P and R can not sit adjacent to each other. S should be seated to the right of Q. The number of distinct seating arrangements possible is:  

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 2

Condition 1 : P and R can not sit adjacent to each other.
Condition 2 : S should be seated to the right of Q,  According to this all possible cases will be  
1. Q  P  S  R 
2. Q  R  S  P 
3. P  Q  S  R 
4. R  Q  S  P 
5. P  Q  R  S 
6. R  Q  P  S 
Hence, the correct option is (D). 

1 Crore+ students have signed up on EduRev. Have you? Download the App
Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 3

Consider two rectangular sheets, sheet M and sheet N of dimensions 6cm × 4 cm each.  
Folding operation 1: The sheet is folded into half by joining the short edges of the current shape.  
Folding operation 2: The sheet is folded into half by joining the long edges of the current shape.  
Folding operation 1 is carried out on Sheet M three times.  
Folding operation 2 is carried out on Sheet N three times.  
The ratio of perimeters of the final folded shape of Sheet N to the final folded shape of Sheet M is_______

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 3

According to given data, we can proceed step by step as given below,

Ratio of perimeters of the final folded shape N to the final folded shape of sheet M is 13:7.  
Hence, the correct option is (C). 

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 4

A function λ is defined by  

The value of expression 

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 4

Given expression easily solved as,

∵  p = q = 1
∴ λ(1, 1) = (1 −1)2 = 0
Hence, the correct option is (A). 

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 5

Five line segments of equal lengths, PR, PS, QS, QT and RT are used to form a star as shown in the figure above.

The value of θ , in degrees, is_______ 

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 5

Here, start shape, will all sequent are equal is shown below,

∴ ∠P= ∠T = ∠S = ∠R= ∠Q = θ  
(Equal sides of triangle have equal angle)  
In ΔTBR , 

Ext∠B = 2θ … (i)            (∵ Sum of opposite interior angle = Exterior angle) 
In ΔQAS , 

Ext∠A = 2θ …(ii) 
In ΔPAB, 

∵ If all interior angles in a Δ = 180°.
∴ θ + 2θ + 2θ = 180°
θ = 36°  
Hence, the correct option is (A). 

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 6

In a company, 35% of the employees drink coffee, 40% of the employees drink tea and 10% of the employees drink both tea adn coffee. What % of employees drink neither tea nor coffee?  

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 6

Given : Employees drink coffee = 35%  
Employees drink tea = 40%  
Employees drink both tea and coffee = 10%
So from above data we can easily sketch Venn diagram, 

25 + 10+ 30 = 65% employees are those who either takes coffee or tea or both.  
∴ (100 − 65)%= 35% are those who neither take coffee nor tea.  
Hence, the correct option is (B). 

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 7

Statements: Either P marris Q or X marris Y  
Among the options below, the logical NEGATION of the above statement is : 

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 7

As we are directed to do logical negation, of given statement, situation of “either or” will becomes “Neither nor” 

Hence, the correct option is (C). 

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 8


The mirror image of the above text about the X-axis is  

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 9

Human have the ability to construct worlds entirely in their minds, which don’t exist in the physical world. So far as we known, no other species possess this ability. This skill is so important that we have different words to refer to its different flavors, such as imagination, invention and innovation.
Based on above passage, which one of the following is TRUE? 

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 9

As given in the above passage “so far as we know, no other species posses this ability”. By this we can conclude option D is correct.
Hence, the correct option is (D). 

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 10

Getting to the top is ______ than staying on top  

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 10

Getting to the top is easier than staying in top.
Hence, the correct option is (A). 

*Answer can only contain numeric values
Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 11

Two reservoirs are connected through a homogeneous and isotropic aquifer having hydraulic conductivity (K) of 25 m/day and effective porosity (n) of 0.3 as shown in the figure (not to scale). Ground water is flowing is the aquifer at the steady state

If water in Reservoir 1 is contaminated then the time (in days, round off to one decimal place) taken by the contaminated water to reach to Reservoir 2 will be ________. 


Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 11


ΔH = 20 m
n = 0.3
k = 25 m/day  
Time (in days) = ? 
∴ 
Vs = 0.833 m/day
Vs = D/t 
t = 2000/0.8333 = 2400 days

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 12

A partially-saturated soil samples has natural moisture content of 25% and bulk unit weight of  18.5 kN/m3. The specific gravity of soil solids is 2.65 and unit weight of water is 9.81 kN/m3. The   unit weight of soil sample on full saturation is  

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 12

w = 0.25
γT = 18.5 kN/m3
G = 2.65 
γω = 9.81 kN/m3

Hence, the correct option is (B). 

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 13

The shape of the most commonly deigned highway vertical curve is  

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 13

The shape of most commonly designed highway vertical curve is parabolic in nature. Hence, the correct option is (B). 

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 14

A water sample is analyzed for coliform organisms by the multiple-tube fermentation method. The results of confirmed test are follows: 

The most probable number (MPN) of coliform organisms for the above results is to be obtained using the following MPN Index. 

The MPN of coliform organisms per 100mL is 

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 14

We will search for combination of + ve tubes as 5-3-1 in 0.01, 0.001 and 0.0001 ml from the table. Since, the MPN chart given MPN value of 110 per 100 ml for 10 ml, 1 ml and 0.1 ml dilutions then the result so obtained is multiplied by 10ml/0.01ml = 1000 to obtain MPN per 100 ml for 0.01, 0.001, 0.0001 ml
dilutions ⇒ MPN per 100 ml = 110 × 1000 = 110000 

*Answer can only contain numeric values
Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 15

The volume determined from  will be (in integer) _______. 


Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 15


*Answer can only contain numeric values
Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 16

A combined trapezoidal footing of length L supports two identical square columns (P1 and P2) of size 0.5 m × 0.5m, as shown in the figure. The column P1 and P2 carry loads of 2000 kN and 1500 kN respectively.  

If the stress beneath the footing is uniform, the length of combined footing L (in m, round off to two decimal places) is __________  


Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 16





2.393 = 0.410 L
L = 5.833 m

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 17

A highway designed for 80 km/h speed has a horizontal curve section with radius 250 m. If the design lateral friction is assumed to develop fully, the required super elevation is 

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 17

Speed of vehicle = V = 80 kmph
Radius of Curve R = 250 m
We know that, 

Hence, the correct option is (B). 

*Answer can only contain numeric values
Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 18

The value of abscissa (x) and ordinate (y) of curve are as follows: 

By Simpsons 1/3rd rule, the area under the curve (round off to two decimal places) is _______ 


Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 18


Numerical Integrations, by Simson’s 1/3rd rule
 

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 19

On a road, the speed-density relationship of a traffic stream is given by u = 70 − 0.7k . (where speed, u, is in km/h and density, k, is in veh/km). At capacity condition, the average time headway will be. 

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 19

v = 70 − 0.7 K

vf = 70 kmph


th = 2.05 sec
Hence, the correct option is (D). 

*Answer can only contain numeric values
Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 20

A tube-well of 20 cm diameter fully penetrates a horizontal, homogeneous and isotropic confined aquifer of infinite horizontal extent. The aquifer is of 30 m uniform thickness. A steady pumping at the rate of 40 litres/sec from the well for long time results in a steady drowdown of 4 m at the well face. The subsurface flow to the well due to pumping is steady, horizontal, Darcian and the radius of influence of the well is 245 m. The hydraulic conductivity of the aquifer (in m/day, round off to integer) is______ 


Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 20


K = ??
Q = 40l / s= 40 ×10−3 m3 /second


K = 0.000415 m/s = 35.884 m/day

*Answer can only contain numeric values
Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 21

A small project has 12 activities – N, P, Q, R, S, T, U, V, W, X, Y and Z. The relationship among these activities and the duration of these activities are given in the Table. 

The total float of the activity “V” (in weeks, in integer) is ________. 


Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 21


Critical Path = N-P-R-D1-U-V-X-Z = 28 weeks  
For any critical activity all floats are 0  
So for V activity total float = 0  
By formula,  
Total float = Lj − Ei −tij = 20 − 18 − 2 = 0 

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 22

The direct and indirect costs estimated by a contractor for bidding a project is ₹160000 and ₹20000 respectively. If the mark up applied is 10% of the bid price, the quoted price (₹in) of the contractor is 

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 22

Direct cost = 160000 Rs  
Indirect cost = 20000 Rs.  
Mark up rate = 10% of bid price  
Total estimated cost by contractor = 160000+ 20000 = 180000 Rs
Mark up cost = 10% of 180000 Rs = 18000 Rs  
Quoted price = Total estimate cost + Markup cost = 180000 + 18000 Rs = 198000 Rs  
Hence, the correct option is (B). 

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 23

A propped cantilever beam EF is subjected to a unit moving load as shown in the figure (not to scale). The sign convention for positive shear force at the left and right sides of any section is also shown 

The CORRECT qualitative nature of the influence line diagram for shear force at G is 

*Answer can only contain numeric values
Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 24

A cylinder (2.0 m diameter, 3.0 m long and 25 kN weight) is acted upon by water on one side and oil (specific gravity = 0.8) on other side as shown in the figure. 

The absolute ratio of the net magnitude of vertical forces to the net magnitude of horizontal forces (round off to two decimal places) is_______ 


Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 24


Given : Diameter of cylinder = 2 m  
Length of cylinder = 3 m  
Weight W = 25 kN


   .....(i)

  .....(ii)
∴ 

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 25

Ammonia nitrogen is present in a given waste water sample as the ammonium ion  and ammonia 3
(NH3). If pH is the only deciding factor for the proportion of these two constituents, which of the following is correct statement? 

Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 25

Ammonia exist in the form of & NH3

  • At pH < 8, all ammonia is in the form of
  • At pH = 9.5, there are 50% NH3 & 50%
  • At pH > 11, all ammonia is in the form of NH3  

Hence, option (C) is correct that at pH = 7, + will be predominant.  
Hence, the correct option is (C). 

*Answer can only contain numeric values
Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 26

An unsupported slope of height 15 m is shown in the figure (not to scale), in which the slope face makes an angle 50˚ with the horizontal. The slope material comprises purely cohesive soil having undrained cohesion 75 kPa. A trial slip circle KLM, with a radius 25 m, passes through the crest and toe of the slope and it subtends an angle 60˚ at its center O. The weight of the active soil mass (W, Bounded by KLMN) is 2500 kN/m, which is acting at a horizontal distance of 10 m from the toe of the slope. Consider the water table to be present at a very large depth from the ground surface. 

Considering the trial slip circle KLM, the factor of safety against the failure of slope under undrained condition (round off to two decimal places) is_________ 


Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 26

Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 27

Which one of the following is correct?  

*Answer can only contain numeric values
Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 28

A bag house filter has to treat 12m3/s of waste gas continuously. The baghouse is to be divided into 5 sections of equal cloth area such that one section can be shut down for cleaning and/or repairing, while the other 4 sections continue to operate. An air-to-cloth ratio of 6.0m3/min-m2 cloth will provide sufficient treatment to the gas. The individual bags are of 32 cm in diameter and 5 m in length. The total number of bags (in integer) required in the baghouse is_______ 


Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 28

Given :  
Discharge = 12m3/s  
Total surface Area with respect to discharge 

Area of bag = πDL= π × 0.32 × 5 = 5.024

*Answer can only contain numeric values
Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 29

The cohesion (c), angle of internal friction (ϕ) and unit weight (γ) of a soil are 15 kPa, 20° and 17.5 kN/m3 , respectively. The maximum depth of unsupported excavation in the soil (in m, round off to two decimal places) is _________. 


Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 29

C = 15 kPa , ϕ = 20° , γT =  17.5 kN/m3
Hc = ?

*Answer can only contain numeric values
Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 30

A truss EFGH is shown in the figure, in which all the members have the same axial rigidity R. In the figure, P is the magnitude of external horizontal forces acting at joints F and G. 

If R = 500 ×103 kN , P = 150 kN and L = 3 m, the magnitude of the horizontal displacement of joint G (in mm round off to one decimal place)is __________. 


Detailed Solution for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) - Question 30

Axial rigidity  R = 500 × 103 kN
P = 150 kN


Consider joint G :

ΣFx = 0
ΣFy = 0
To final K, applied unit load at G


View more questions
Information about Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) Page
In this test you can find the Exam questions for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I) solved & explained in the simplest way possible. Besides giving Questions and answers for Practice Test: Gate Civil Engineering(CE) 2021 Paper: (Session I), 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)