The PYQ practice room
GATE CE 2019 Set 2
All 65 solved GATE CE 2019 Set 2 questions in exam order. Open a question, commit to an answer, and learn from the step-by-step solution. One question at a time.
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General Aptitude (GA)
101
Q1MCQ1 markEasyDaytime temperatures in Delhi can ______ .Think it through. Then check your answer.Question
Daytime temperatures in Delhi can ______ .Correct answer
(C) reach
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The verb "reach" is the most appropriate choice to describe a temperature attaining a specific level or value.2
Q2MCQ1 markEasyThe growth rate of ABC Motors in 2017 was the same ______ XYZ Motors in 2016.Think it through. Then check your answer.Question
The growth rate of ABC Motors in 2017 was the same ______ XYZ Motors in 2016.Correct answer
(D) as that of
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The subject "growth rate" is singular. Therefore, the comparative pronoun must also be singular ("that"). The correct preposition is "of". Thus, "as that of" is the correct phrase.3
Q3MCQ1 markEasySuresh wanted to lay a new carpet in his new mansion with an area of sq. mts. However an area of 550 sq. mts. had to be left out for flower pots. If the cost of…Think it through. Then check your answer.Question
Suresh wanted to lay a new carpet in his new mansion with an area of 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?Correct answer
(A) Rs. 1,65,000
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1.Calculate the total area of the mansion: sq. mts.2.Subtract the area left out for flower pots: sq. mts.3.Calculate the total cost: .4
Q4MCQ1 markEasyA retaining wall with measurements was constructed with bricks of dimensions…Think it through. Then check your answer.Question
A retaining wall with measurements was constructed with bricks of dimensions . If of the wall consists of bricks, the number of bricks used for the construction is ______ lakhs.Correct answer
(C) 45
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1.Calculate the total volume of the retaining wall:2.Calculate the volume occupied by the bricks ( of the wall volume):3.Calculate the volume of a single brick (convert cm to m):4.Calculate the total number of bricks:5.Express the result in lakhs ():Therefore, the correct option is (C).5
Q5MCQ1 markEasyHima Das was ____ only Indian athlete to win ____ gold for India.Think it through. Then check your answer.Question
Hima Das was ____ only Indian athlete to win ____ gold for India.Correct answer
(B) the, a
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The sentence requires appropriate articles.- The phrase "only Indian athlete" refers to a specific, unique individual in this context, so the definite article "the" is used: "the only Indian athlete".
- In the second blank, "a gold" is used to refer to one instance of a gold medal achievement.
6
Q6MCQ2 marksMediumMohan, the manager, wants his four workers to work in pairs. No pair should work for more than 5 hours. Ram and John have worked together for 5 hours. Krishna and Amir have worked…Think it through. Then check your answer.Question
Mohan, the manager, wants his four workers to work in pairs. No pair should work for more than 5 hours. Ram and John have worked together for 5 hours. Krishna and Amir have worked as a team for 2 hours. Krishna does not want to work with Ram. Whom should Mohan allot to work with John, if he wants all the workers to continue working?Correct answer
(B) Krishna
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1.Identify the workers: Ram, John, Krishna, and Amir.2.Analyze existing constraints:- Pair (Ram, John) has already worked 5 hours. Since no pair can work for more than 5 hours, they cannot work together anymore.
- Krishna refuses to work with Ram.
- John cannot work with Ram (limit reached).
- John must work with either Krishna or Amir.
- Case 1: John works with Amir.
- Case 2: John works with Krishna.
7
Q7MCQ2 marksMediumPopulation 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…Think it through. Then check your answer.Question
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 __________.Correct answer
(D) (100(x-y))/(100+y)
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To find the percentage increase in the ratio from 2001 to 2011, we define the populations of states X and Y in both years.Let:- and be the populations of state X and state Y in 2001, respectively.
- and be the populations of state X and state Y in 2011, respectively.
8
Q8MCQ2 marksEasyThe Newspaper reports that over 500 hectares of tribal land spread across 28 tribal settlements in Mohinitampuram forest division have already been "alienated". A top forest…Think it through. Then check your answer.Question
The Newspaper reports 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.Correct answer
(D) it cannot be inferred who
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To determine who is responsible for duping the tribals based only on the provided text, we must analyze the information given in the passage:1.The Newspaper reports the fact that over 500 hectares of tribal land have been "alienated". The newspaper is merely a reporting medium and is not identified as the perpetrator of the duping.2.A top forest official describes the two-step process of how this happens: first, the tribals are duped out of their land, and second, the landless families are forced to encroach further into the forests. The official is reporting/observing the situation, not admitting to or being accused of committing the act.3.The landless families are the victims (the tribals themselves who have been rendered landless), not the perpetrators.The passage uses the passive voice ("*the tribals are duped out of their land holdings*") without specifying the agent or the group of people performing the action of duping. Since the text does not mention or provide any clues about the identity of the entities or individuals responsible for duping the tribals, it cannot be logically inferred from the given passage.Therefore, the correct option is D.9
Q9MCQ2 marksEasyAn 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…Think it through. Then check your answer.Question
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 take for the tank to be filled? (Assume that the rate of drainage is independent of the Head)Correct answer
(C) 2.50
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To find the total time required to fill the oil tank, we can determine the net rate of filling per hour when both inlet pipes (X and Y) are open and the drainage hole is also open.Let the total capacity of the tank be represented as (or one full tank).1.Rate of Pipe X:Pipe X can fill the tank in hours.
$ \text{Rate of X} = \frac{1}{5} \text{ tank/hour}$2.Rate of Pipe Y:Pipe Y can fill the tank in hours.
$ \text{Rate of Y} = \frac{1}{4} \text{ tank/hour}$3.Rate of Drainage Hole:The drainage hole can empty the full tank in hours. Since it removes oil, its rate is negative.
$ \text{Rate of Drainage} = -\frac{1}{20} \text{ tank/hour}$4.Net Rate of Filling:When both pumps are working and the drainage hole is open, the net rate of filling per hour is:
$ \text{Net Rate} = \text{Rate of X} + \text{Rate of Y} - \text{Rate of Drainage}$ $ \text{Net Rate} = \frac{1}{5} + \frac{1}{4} - \frac{1}{20}$ To simplify, find a common denominator, which is :
$ \text{Net Rate} = \frac{4}{20} + \frac{5}{20} - \frac{1}{20} = \frac{4 + 5 - 1}{20} = \frac{8}{20} = \frac{2}{5} \text{ tank/hour}$5.Time Required to Fill the Tank:The time taken to fill the empty tank completely is the reciprocal of the net rate:
$ T = \frac{1}{\text{Net Rate}} = \frac{5}{2} = 2.50 \text{ hours}$Thus, it will take hours to fill the tank.Correct Option: C10
Q10MCQ2 marksMedium“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…Think it through. Then check your answer.Question
“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 protagonists usually read books of aspirational value: textbooks, English books, or high value literature.”Which one of the following CANNOT be inferred from the paragraph above?- A.Though popular Hindi fiction has wide reach, it often does not appear in the movies
- B.Protagonists in Hindi movies, being ideals for viewers, read only books of aspirational value
- C.Textbooks, English books or high literature have aspirational value, but not popular Hindi fiction
- D.People do not look up to writers of textbooks, English books or high value literature
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Correct answer
(B;D)
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The paragraph states that popular Hindi fiction, despite its reach, is rarely seen in cinema. Instead, protagonists (who are ideals for the audience) are shown reading "aspirational" books like textbooks or high literature.- Option (A) is a direct restatement of the first sentence of the passage.
- Option (B) uses the absolute word "only", whereas the text says "usually". This makes (B) a statement that cannot be strictly inferred from the text.
- Option (C) is a reasonable inference based on the contrast between what protagonists read (aspirational) and popular Hindi fiction (which they don't read).
- Option (D) makes a claim about "writers", which is never mentioned in the text. The text only discusses protagonists and the books they read. Thus, (D) cannot be inferred.
- A.
CE (Set No 3) Stage 2
5511
Q11MCQ1 markEasyEuclidean norm (length) of the vector isThink it through. Then check your answer.Question
Euclidean norm (length) of the vector isCorrect answer
(D) √(56)
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The Euclidean norm of a vector is given by .
For the given vector :
.12
Q12MCQ1 markEasyThe Laplace transform of isThink it through. Then check your answer.Question
The Laplace transform of isCorrect answer
(A) (a)/(s² - a²)
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The standard Laplace transform formula for the hyperbolic sine function is for .13
Q13MCQ1 markEasyThe following inequality is true for all close to 0. What is the value of ?Think it through. Then check your answer.Question
The following inequality is true for all close to 0.What is the value of ?Correct answer
(D) 2
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Using the Squeeze Theorem (also known as the Sandwich Theorem), if for all in an interval around (except possibly at ), and , then .Here, and .
As :
Since both the lower and upper bounds approach 2 as approaches 0, the limit of the middle function must also be 2.
.14
Q14MCQ1 markEasyWhat is curl of the vector field ?Think it through. Then check your answer.Question
What is curl of the vector field ?Correct answer
(D) -14zi - 2x²k
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The curl of a vector field is given by:Given :- component:
- component:
- component:
15
Q15MCQ1 markMediumA closed thin-walled tube has thickness, , mean enclosed area within the boundary of the centerline of tube's thickness, , and shear stress, . Torsional moment of…Think it through. Then check your answer.Question
A closed thin-walled tube has thickness, , mean enclosed area within the boundary of the centerline of tube's thickness, , and shear stress, . Torsional moment of resistance, , of the section would beCorrect answer
(C) 2τ Aₘ t
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According to the Bredt-Batho theory for torsion of thin-walled closed sections, the shear stress is related to the torsional moment by the formula:Rearranging for , we get:16
Q16MCQ1 markMediumA 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…Think it through. Then check your answer.Question
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- A.and
- B.and
- C.and
- D.and
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Correct answer
(C;D)
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The boundary conditions described are:1.One end: Restrained against both translation and rotation (Fixed end).2.Other end: Restrained against rotation but free to translate (Guided roller/Sway end).Theoretical Value: For a column fixed at one end and guided at the other, the theoretical effective length factor is .Design Value: According to IS 800:2007, Table 11, for a compression member effectively held in position and restrained against rotation at one end, and at the other end restrained against rotation but not held in position, the recommended design value for the effective length factor is .Therefore, both the theoretical and design values are , making option (C) the most accurate. However, in the official GATE 2019 answer key, both options (C) and (D) were accepted, likely due to varying interpretations of the 'theoretical' value in different academic contexts.- A.
17
Q17MCQ1 markMediumIf the fineness modulus of a sample of fine aggregates is 4.3, the mean size of the particles in the sample is betweenThink it through. Then check your answer.Question
If the fineness modulus of a sample of fine aggregates is 4.3, the mean size of the particles in the sample is betweenCorrect answer
(C) 1.18 mm and 2.36 mm
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Fineness Modulus (FM) is an index that represents the average size of particles in an aggregate sample. It is determined by a sieve analysis using a standard set of sieves: (1), (2), (3), (4), (5), (6), (7), (8), (9), and (10). An FM of 4.3 indicates that the mean size lies between the sieve () and the sieve () from the bottom.18
Q18MCQ1 markMediumFor 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…Think it through. Then check your answer.Question
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?Correct answer
(A) [figure]
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In a channel section, the shear stress distribution is linear in the flanges and parabolic in the web. The shear flow must be continuous throughout the section. For a downward vertical shear force, the shear flow in the web is downward. To maintain continuity in a '[' shaped channel (web on the left), the shear flow in the top flange must be directed from right to left (towards the web), and in the bottom flange, it must be directed from left to right (away from the web). Option (A) correctly represents these characteristics.19
Q19MCQ1 markEasyWhich one of the following options contains ONLY primary air pollutants?Think it through. Then check your answer.Question
Which one of the following options contains ONLY primary air pollutants?Correct answer
(A) Hydrocarbons and nitrogen oxides
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Primary air pollutants are those emitted directly from a source into the atmosphere. Common examples include hydrocarbons and nitrogen oxides (). Secondary pollutants are formed in the atmosphere through chemical reactions between primary pollutants and other atmospheric constituents. Examples include ozone () and peroxyacetyl nitrate (PAN). Option (A) is the only one containing only primary pollutants.20
Q20MCQ1 markEasyAnalysis of a water sample revealed that the sample contains the following species.…Think it through. Then check your answer.Question
Analysis of a water sample revealed that the sample contains the following species.
Concentrations of which of the species will be required to compute alkalinity?Correct answer
(A) CO₃²⁻, H^+, HCO₃^-, OH^-
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Alkalinity is defined as the acid-neutralizing capacity of water. In natural waters, it is primarily due to bicarbonate (), carbonate (), and hydroxide () ions. The total alkalinity equation is: . Therefore, the concentrations of , and are required.21
Q21MCQ1 markEasyStructural failures considered in the mechanistic method of bituminous pavement design areThink it through. Then check your answer.Question
Structural failures considered in the mechanistic method of bituminous pavement design areCorrect answer
(A) Fatigue and Rutting
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In the mechanistic-empirical design of flexible pavements (e.g., IRC:37), the critical structural failure criteria are: 1. Fatigue cracking of the bituminous layer (due to tensile strain at the bottom of the layer) and 2. Rutting failure in the subgrade (due to vertical compressive strain on top of the subgrade).22
Q22MCQ1 markMediumA solid sphere of radius, , and made of material with density, , is moving through the atmosphere (constant pressure, ) with a velocity, . The net force ONLY due…Think it through. Then check your answer.Question
A solid sphere of radius, , and made of material with density, , is moving through the atmosphere (constant pressure, ) with a velocity, . The net force ONLY due to atmospheric pressure () acting on the sphere at any time, , isCorrect answer
(D) zero
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The net force due to pressure on a closed surface is given by the surface integral . If the pressure is constant over the entire surface, . By the divergence theorem, . Thus, the net force due to constant atmospheric pressure on a sphere is zero.23
Q23MCQ1 markMediumThe velocity field in a flow system is given by . The acceleration of the fluid at isThink it through. Then check your answer.Question
The velocity field in a flow system is given by . The acceleration of the fluid at isCorrect answer
(D) 4j + 10k
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The velocity components are , , and .
For steady flow, the acceleration components are:
At point :
Thus, the acceleration vector is .24
Q24MCQ1 markEasyAn inflow hydrograph is routed through a reservoir to produce an outflow hydrograph. The peak flow of the inflow hydrograph is and the time of occurrence of the peak is…Think it through. Then check your answer.Question
An inflow hydrograph is routed through a reservoir to produce an outflow hydrograph. The peak flow of the inflow hydrograph is and the time of occurrence of the peak is . The peak flow of the outflow hydrograph is and the time of occurrence of the peak is . Which one of the following statements is correct?Correct answer
(C) P_I P_O and t_I < t_O
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In reservoir routing, the storage effect causes attenuation and lag. Attenuation means the peak of the outflow hydrograph () is less than the peak of the inflow hydrograph (), so . Lag means the peak of the outflow hydrograph occurs later than the peak of the inflow hydrograph, so or .25
Q25MCQ1 markEasyAn earthen dam of height is made of cohesive soil whose cohesion and unit weight are and , respectively. If the factor of safety against cohesion is , the…Think it through. Then check your answer.Question
An earthen dam of height is made of cohesive soil whose cohesion and unit weight are and , respectively. If the factor of safety against cohesion is , the Taylor's stability number () isCorrect answer
(C) (c)/(F_c γ H)
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Taylor's stability number is defined as , where is the mobilized cohesion. The factor of safety against cohesion is . Therefore, . Substituting this into the formula for , we get .26
Q26MCQ1 markEasyThe notation "SC" as per Indian Standard Soil Classification System refers toThink it through. Then check your answer.Question
The notation "SC" as per Indian Standard Soil Classification System refers toCorrect answer
(D) Clayey sand
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In the Indian Standard Soil Classification System (ISSCS), soil is classified using group symbols. The first letter indicates the primary soil type, and the second letter indicates its characteristics or secondary component.- S stands for Sand (coarse-grained soil).
- C stands for Clayey.
27
Q27MCQ1 markEasyAn anisotropic soil deposit has coefficient of permeability in vertical and horizontal directions as and , respectively. For constructing a flow net, the horizontal…Think it through. Then check your answer.Question
An anisotropic soil deposit has coefficient of permeability in vertical and horizontal directions as and , respectively. For constructing a flow net, the horizontal dimension of the problem's geometry is transformed by a multiplying factor ofCorrect answer
(A) √((k_z)/(kₓ))
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For flow through anisotropic soils, the governing Laplace equation is:To use standard flow net construction techniques, this equation must be transformed into the isotropic form . This is achieved by transforming the horizontal coordinate to using:Thus, the horizontal dimensions are multiplied by the factor .28
Q28MCQ1 markEasyThe value of the function is given at distinct values of and its value is to be interpolated at the point , using all the points. The estimate is obtained…Think it through. Then check your answer.Question
The value of the function is given at distinct values of and its value is to be interpolated at the point , using all the points. The estimate is obtained first by the Lagrange polynomial, denoted by , and then by the Newton polynomial, denoted by . Which one of the following statements is correct?Correct answer
(B) I_L and I_N are always equal
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The Uniqueness Theorem for interpolating polynomials states that for a given set of distinct data points , there exists exactly one polynomial of degree at most that passes through all these points.
Lagrange interpolation and Newton's divided difference interpolation are simply two different mathematical representations (forms) of the same unique polynomial. Since they represent the same function, their values at any point will be identical. Thus, .29
Q29MCQ1 markEasyThe speed-density relationship in a mid-block section of a highway follows the Greenshield's model. If the free flow speed is and the jam density is , the maximum flow…Think it through. Then check your answer.Question
The speed-density relationship in a mid-block section of a highway follows the Greenshield's model. If the free flow speed is and the jam density is , the maximum flow observed on this section isCorrect answer
(C) (v_f kⱼ)/(4)
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According to Greenshield's model, the speed-density relationship is linear: .
Flow is given by .
To find the maximum flow, we differentiate with respect to and set it to zero:Substituting back into the flow equation:Thus, the maximum flow is .30
Q30NAT1 markMediumThe degree of static indeterminacy of the plane frame as shown in the figure is _______ [figure]Think it through. Then check your answer.Question
The degree of static indeterminacy of the plane frame as shown in the figure is _______
Correct answer
15 to 15
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To find the degree of static indeterminacy () of the given plane frame, we can use the formula:1.External Indeterminacy ():
Where is the number of external reaction components.- Fixed support at the left: 3 reactions
- Hinged support in the middle: 2 reactions
- Hinged support at the right: 2 reactions
2.Internal Indeterminacy ():For a plane frame,
Where is the number of closed loops and is the number of internal releases.- Number of closed loops (): The frame has 2 bays and 2 stories above the ground beam, forming 4 closed loops.
- Internal releases (): There is one internal hinge provided on a member. A hinge on a member in a 2D frame releases 1 constraint (moment).
3.Total Static Indeterminacy ():Alternatively, using the general formula:- Members () = 12
- Joints () = 9
- = 7
- = 1
31
Q31NAT1 markMediumThe characteristic compressive strength of concrete required in a project is and the standard deviation in the observed compressive strength expected at site is…Think it through. Then check your answer.Question
The characteristic compressive strength of concrete required in a project is and the standard deviation in the observed compressive strength expected at site is . The average compressive strength of cubes tested at different water-cement () 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 _______(%) 45 50 55 60 Average compressive strength of cubes () 35 25 20 15 Correct answer
46 to 46
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1.Calculate the target mean strength ():
Given and .
.2.Determine the ratio corresponding to using linear interpolation from the table:Strength at is .
Strength at is .Interpolating for :
.3.Round off to the lower integer as specified:Lower integer of is .32
Q32NAT1 markEasyThe data from a closed traverse survey PQRS (run in the clockwise direction) are given in the table | Line | Included angle (in degrees) | |------|-----------------------------| |…Think it through. Then check your answer.Question
The data from a closed traverse survey PQRS (run in the clockwise direction) are given in the tableThe closing error for the traverse PQRS (in degrees) is ___________Line Included angle (in degrees) PQ 88 QR 92 RS 94 SP 89 Correct answer
3 to 3
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For a closed traverse with sides, the sum of interior angles is given by . For a quadrilateral (), the theoretical sum is:The sum of the observed included angles is:The closing error is the difference between the observed sum and the theoretical sum:33
Q33NAT1 markMediumA vehicle is moving on a road of grade at a speed of . Consider the coefficient of rolling friction as and acceleration due to gravity as…Think it through. Then check your answer.Question
A vehicle is moving on a road of grade at a speed of . Consider the coefficient of rolling friction as and acceleration due to gravity as . On applying brakes to reach a speed of , the required braking distance (in , round off to nearest integer) along the horizontal, is ___________Correct answer
30 to 30
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The braking distance for a vehicle changing speed from to on a grade is given by the formula:Given:- Initial speed,
- Final speed,
- Acceleration due to gravity,
- Coefficient of friction,
- Grade, (upward grade)
34
Q34NAT1 markEasyThe 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, , is . If the canal…Think it through. Then check your answer.Question
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, , is . If the canal discharge is , the area, in hectares, rounded off to the nearest integer, which could be irrigated (neglecting all losses) is ________Correct answer
5180 to 5190
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Duty () is defined as the area irrigated by a unit discharge of water flowing continuously throughout the base period. The relationship between Duty (), Base period (), and Delta () is given by the formula:Where:- is the Duty in hectares/cumec
- is the Base period in days = 120 days
- is the Delta in meters =
35
Q35NAT1 markMediumConstruction 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…Think it through. Then check your answer.Question
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 beCorrect answer
15 to 15
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Given:
Initial settlement mm at years.
Ultimate consolidation settlement mm.
Double drainage.We need to find the settlement at years.First, calculate the degree of consolidation at years:
Since , we can use the formula for time factor :
The time factor is also given by , where is the coefficient of consolidation and is the drainage path length.
For double drainage, , where is the thickness of the clay layer.From the first condition:
So, (per year)Now, calculate the time factor for years:
Now, calculate the degree of consolidation for :
So, Finally, calculate the expected consolidation settlement at years:
mmRounding off to the nearest integer, the expected consolidation settlement is 15 mm.36
Q36MCQ2 marksEasyThe probability density function of a continuous random variable distributed uniformly between and (for ) isThink it through. Then check your answer.Question
The probability density function of a continuous random variable distributed uniformly between and (for ) isCorrect answer
(B) (1)/(y-x)
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For a continuous random variable distributed uniformly between and (where ), the probability density function (PDF) is given by:
In this question, the random variable is distributed uniformly between and , with the condition . Therefore, we can set and .Substituting these values into the PDF formula:
Comparing this with the given options, option (B) matches the derived PDF.Options (A) would be negative since , which is not possible for a PDF.
Options (C) and (D) are not in the form of a probability density function (which must integrate to 1 over its range).37
Q37MCQ2 marksMediumConsider the hemi-spherical tank of radius 13 m as shown in the figure (not drawn to scale). What is the volume of water (in m³) when the depth of water at the centre of the tank…Think it through. Then check your answer.Question
Consider the hemi-spherical tank of radius 13 m as shown in the figure (not drawn to scale). What is the volume of water (in m³) when the depth of water at the centre of the tank is 6 m?
Correct answer
(C) 396π
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Given:
Radius of the hemi-spherical tank, m.
Depth of water, m.The volume of water in a spherical cap (or segment) is given by the formula:
Substitute the given values into the formula:
m³Thus, the volume of water in the tank is m³.38
Q38MCQ2 marksEasyAn ordinary differential equation is given below. The solution for the above equation is (Note: denotes a constant in the options)Think it through. Then check your answer.Question
An ordinary differential equation is given below.The solution for the above equation is
(Note: denotes a constant in the options)Correct answer
(D) y = K ln x
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The given differential equation is:This is a first-order separable differential equation. Rearranging the terms to separate variables and :Integrating both sides:For the right-hand side, let , then :Taking the exponential of both sides:Thus, the correct option is (D).39
Q39MCQ2 marksMediumFor a plane stress problem, the state of stress at a point P is represented by the stress element as shown in figure. [figure] By how much angle () in degrees the stress…Think it through. Then check your answer.Question
For a plane stress problem, the state of stress at a point P is represented by the stress element as shown in figure.By how much angle () in degrees the stress element should be rotated in order to get the planes of maximum shear stress?

Correct answer
(C) 31.7
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From the given stress element:- Normal stress in x-direction, MPa (tension)
- Normal stress in y-direction, MPa (compression, as arrows point inward)
- Shear stress, MPa (on the positive x-face, it acts in the negative y-direction)
40
Q40MCQ2 marksMediumThe critical bending compressive stress in the extreme fibre of a structural steel section is MPa. It is given that the yield strength of the steel is MPa, width of…Think it through. Then check your answer.Question
The critical bending compressive stress in the extreme fibre of a structural steel section is MPa. It is given that the yield strength of the steel is MPa, width of flange is mm and thickness of flange is mm. As per the provisions of IS:800-2007, the non-dimensional slenderness ratio of the steel cross-section isCorrect answer
(B) 0.50
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According to IS:800-2007, the non-dimensional slenderness ratio for lateral torsional buckling, , is calculated as:where:- is the yield strength of the steel.
- is the elastic critical bending stress.
- MPa
- MPa
41
Q41MCQ2 marksMediumIn the context of provisions relating to durability of concrete, consider the following assertions: Assertion (1): As per IS 456-2000, air entrainment to the extent of 3% to…Think it through. Then check your answer.Question
In the context of provisions relating to durability of concrete, consider the following assertions:Assertion (1): As per IS 456-2000, air entrainment to the extent of 3% to 6% is required for concrete exposed to marine environment.Assertion (2): The equivalent alkali content (in terms of equivalent) for a cement containing 1% and 0.6% of and , respectively, is approximately 1.4% (rounded to 1 decimal place).Which one of the following statements is CORRECT?Correct answer
(A) Assertion (1) is FALSE and Assertion (2) is TRUE
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Step 1: Evaluate Assertion (1). According to IS 456-2000, Clause 8.2.4.1, air entrainment is specifically recommended for concrete exposed to freezing and thawing conditions, not as a general requirement for all marine environments. Therefore, Assertion (1) is FALSE.Step 2: Evaluate Assertion (2). The equivalent alkali content is calculated using the formula:Given and :Therefore, Assertion (2) is TRUE.Conclusion: Assertion (1) is FALSE and Assertion (2) is TRUE.42
Q42MCQ2 marksMediumChlorine is used as the disinfectant in a municipal water treatment plant. It achieves 50 percent of disinfection efficiency measured in terms of killing the indicator…Think it through. Then check your answer.Question
Chlorine is used as the disinfectant in a municipal water treatment plant. It achieves 50 percent of disinfection efficiency measured in terms of killing the indicator microorganisms (E-Coli) in 3 minutes. The minimum time required to achieve 99 percent disinfection efficiency would beCorrect answer
(C) 19.93 minutes
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Disinfection kinetics typically follow Chick's Law: , where is the number of organisms at time , is the initial number, and is the rate constant.
Efficiency , so .For 50% efficiency () at minutes:For 99% efficiency ():Alternatively, using the ratio:43
Q43MCQ2 marksEasyA camera with a focal length of fitted in an aircraft is used for taking vertical aerial photographs of a terrain. The average elevation of the terrain is…Think it through. Then check your answer.Question
A camera with a focal length of fitted in an aircraft is used for taking vertical aerial photographs of a terrain. The average elevation of the terrain is above mean sea level (MSL). What is the height above MSL at which an aircraft must fly in order to get the aerial photographs at a scale of 1:8000?Correct answer
(B) 2800 m
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The scale () of a vertical aerial photograph is given by the formula:where:
= focal length of the camera =
= flying height of the aircraft above MSL
= average elevation of the terrain =
= scale = Substituting the values:The aircraft must fly at a height of above MSL.44
Q44MCQ2 marksMediumA flexible pavement has the following class of loads during a particular hour of the day. i. 80 buses with 2-axles (each axle load of ); ii. 160 trucks with 2-axles…Think it through. Then check your answer.Question
A flexible pavement has the following class of loads during a particular hour of the day.i. 80 buses with 2-axles (each axle load of );
ii. 160 trucks with 2-axles (front and rear axle loads of and , respectively)The equivalent standard axle load repetitions for this vehicle combination as per IRC:37-2012 would beCorrect answer
(A) 180
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To find the equivalent standard axle load (ESAL) repetitions, we use the Fourth Power Law as per IRC:37-2012. The Equivalent Axle Load Factor (EALF) for an axle load is given by:where is the standard axle load, which is .Step 1: Calculate ESAL for buses- There are 80 buses, each with two axles.
- Total repetitions of axle = .
- .
- .
- There are 160 trucks.
- Each truck has one front axle and one rear axle.
- Total repetitions of axle = .
- Total repetitions of axle = .
- .
- .
- .
45
Q45MCQ2 marksMediumThe inverse of the matrix isThink it through. Then check your answer.Question
The inverse of the matrix isCorrect answer
(C) bmatrix -2 & (4)/(5) & (9)/(5) \ 3 & -(4)/(5) & -(14)/(5) \ -1 & (1)/(5) & (6)/(5) bmatrix
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Let .1.Calculate the determinant :.2.Calculate the adjoint matrix :Cofactors:
.3.Calculate the inverse :.
This matches option (C).46
Q46NAT2 marksMediumA long uniformly distributed load of and a concentrated load of are moving together on the beam ABCD shown in the figure (not drawn to scale).…Think it through. Then check your answer.Question
A long uniformly distributed load of and a concentrated load of are moving together on the beam ABCD shown in the figure (not drawn to scale). The relative positions of the two loads are not fixed. The maximum shear force (in , round off to the nearest integer) caused at the internal hinge B due to the two loads is ______
Correct answer
70 to 70
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1.Influence Line Diagram (ILD) for shear at B ():- Segment AB is supported by a roller at A and an internal hinge at B. It acts like a simply supported beam for loads on AB.
- Segment BCD is supported by a pin at C and a roller at D, with a cantilever BC.
- When a unit load is on AB at distance from A, the reaction at B (which is the shear force transferred through the hinge) is . The ILD is linear from 0 at A to 1 at B.
- When a unit load is on BCD, segment AB remains in equilibrium with zero reactions because it is stable on its own for vertical loads. Thus, for any load on BCD.
- To maximize , place the concentrated load at the peak of the ILD (at B, ordinate = 1).
- Place the uniformly distributed load over the entire positive region of the ILD (segment AB).
- Max
- Max .
47
Q47NAT2 marksHardA plane frame shown in the figure (not to scale) has linear elastic springs at node H. The spring constants are and…Think it through. Then check your answer.Question
A plane frame shown in the figure (not to scale) has linear elastic springs at node H. The spring constants are and .For the externally applied moment of at node F, the rotation (in degrees, round off to 3 decimals) observed in the rotational spring at node H is ___________
Correct answer
0.005 to 0.007
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1.Analyze the frame segment by segment. Node G is an internal hinge, so the moment at G is zero ().2.For segment FG, the applied moment at F is . The shear force required for equilibrium is . This force acts downwards at F and upwards at G.3.This shear force is transferred to segment GH at node G. Thus, a vertical force of acts upwards at G for segment GH.4.For segment GH to be in equilibrium, the moment at H must balance the moment caused by the force at G: (clockwise).5.The rotational spring at H resists this moment: .6..7.Convert the rotation from radians to degrees: .8.Rounding to 3 decimal places, the rotation is .48
Q48NAT2 marksMediumA rolled *I*-section beam is supported on a wide bearing plate as shown in the figure. Thicknesses of flange and web of the *I*-section are and…Think it through. Then check your answer.Question
A rolled *I*-section beam is supported on a wide bearing plate as shown in the figure. Thicknesses of flange and web of the *I*-section are and , respectively. Root radius of the *I*-section is . Assume: material yield stress, and partial safety factor for material, .As per IS: 800-2007, the web bearing strength (in , round off to 2 decimal places) of the beam is _______
Correct answer
272.6 to 272.8
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According to IS 800:2007, the web bearing strength () is given by:Where:- is the width of the bearing plate =
- is the dispersion length through the flange and root radius, calculated as
- is the thickness of the flange =
- is the root radius =
- is the thickness of the web =
- is the yield stress of the web =
- is the partial safety factor for material =
49
Q49NAT2 marksMediumWhen a specimen of M25 concrete is loaded to a stress level of , a strain of is recorded. If this load is allowed to stand for a long time,…Think it through. Then check your answer.Question
When a specimen of M25 concrete is loaded to a stress level of , a strain of is recorded. If this load is allowed to stand for a long time, the strain increases to . In accordance with the provisions of IS:456-2000, considering the long-term effects, the effective modulus of elasticity of the concrete (in ) is ___________Correct answer
12500 to 12500
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1.Calculate the initial (short-term) modulus of elasticity :.2.Calculate the creep coefficient :Total Strain = Initial Strain + Creep Strain
Creep Strain = .
.3.Calculate the effective modulus of elasticity as per IS:456-2000:.50
Q50NAT2 marksMediumA water treatment plant treats of water per day. As a part of the treatment process, discrete particles are required to be settled in a clarifier. A column test…Think it through. Then check your answer.Question
A water treatment plant treats of water per day. As a part of the treatment process, discrete particles are required to be settled in a clarifier. A column test indicates that an overflow rate of per hour would produce the desired removal of particles through settling in the clarifier having a depth of . The volume of the required clarifier, (in , round off to 1 decimal place) would be _______Correct answer
495 to 505
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1.Calculate the flow rate () in :2.Determine the required surface area () using the overflow rate ():3.Calculate the volume () of the clarifier using the given depth ():Rounding to one decimal place, the volume is .51
Q51NAT2 marksHardRaw municipal solid waste (MSW) collected from a city contains decomposable material that can be converted to methane. The water content of the decomposable material is…Think it through. Then check your answer.Question
Raw municipal solid waste (MSW) collected from a city contains decomposable material that can be converted to methane. The water content of the decomposable material is . An elemental analysis of the decomposable material yields the following mass percent.C : H : O : N : other = 44 : 6 : 43 : 0.8 : 6.2The methane production of the decomposable material is governed by the following stoichiometric relationGiven atomic weights: C = 12, H = 1, O = 16, N = 14. The mass of methane produced (in grams, round off to 1 decimal place) per kg of raw MSW will be _______Correct answer
135 to 140
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1.Mass of decomposable material in 1 kg of raw MSW:2.Dry mass of decomposable material:Water content is , so dry mass fraction is .
3.Calculate moles of each element () in 455 g of dry material:- Carbon ():
- Hydrogen ():
- Oxygen ():
- Nitrogen ():
From the general stoichiometry for anaerobic digestion:
5.Mass of methane produced:Rounding to one decimal place, the mass is .52
Q52NAT2 marksMediumConsider the reactor shown in the figure. The flow rate through the reactor is . The concentrations (in ) of a compound in the influent and…Think it through. Then check your answer.Question
Consider the reactor shown in the figure. The flow rate through the reactor is . The concentrations (in ) of a compound in the influent and effluent are and , respectively. The compound is degraded in the reactor following the first order reaction. The mixing condition of the reactor can be varied such that the reactor becomes either a completely mixed flow reactor (CMFR) or a plug-flow reactor (PFR). The length of the reactor can be adjusted in these two mixing conditions to and while keeping the cross-section of the reactor constant. Assuming steady state and for , the value of (round off to 2 decimal places) is _______
Correct answer
1.1 to 1.15
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For a first-order reaction ():1.In a CMFR:Given :
2.In a PFR:Given :
3.Ratio of lengths:Since and are constant:
Rounding to two decimal places, the ratio is .53
Q53NAT2 marksEasyA series of perpendicular offsets taken from a curved boundary wall to a straight survey line at an interval of are , and…Think it through. Then check your answer.Question
A series of perpendicular offsets taken from a curved boundary wall to a straight survey line at an interval of are , and . The area (in , round off to 2 decimal places) bounded by the survey line, curved boundary wall, the first and the last offsets, determined using Simpson’s rule, is ________Correct answer
67 to 70
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Simpson's rule for area calculation is given by:Given:
Interval
Offsets:
Number of offsets (odd), so Simpson's rule is applicable for the 6 intervals.Rounding to 2 decimal places, the area is .54
Q54NAT2 marksMediumThe uniform arrival and uniform service rates observed on an approach road to a signalized intersection are and , respectively. For this signal,…Think it through. Then check your answer.Question
The uniform arrival and uniform service rates observed on an approach road to a signalized intersection are and , respectively. For this signal, the red time is , the effective green time is , and the cycle length is . Assuming that initially there are no vehicles in the queue, the average delay per vehicle using the approach road during a cycle length (in , round off to 2 decimal places) is ________Correct answer
12 to 13
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The average delay per vehicle for a D/D/1 queuing system at a signalized intersection is given by:Where:
Substitute the values:Rounding to 2 decimal places, the average delay is .55
Q55NAT2 marksMediumA broad gauge railway line passes through a horizontal curved section (radius ) of length . The allowable speed on this portion is .…Think it through. Then check your answer.Question
A broad gauge railway line passes through a horizontal curved section (radius ) of length . The allowable speed on this portion is . For calculating the cant, consider the gauge as centre-to-centre distance between the rail heads, equal to . The maximum permissible cant (in , round off to 1 decimal place) with respect to the centre-to-centre distance between the rail heads is ________Correct answer
157.2 to 157.6
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The equilibrium cant () is calculated using the formula:Where:
Substitute the values:Rounding to 1 decimal place, the maximum permissible cant is .56
Q56NAT2 marksMediumThe speed-density relationship of a highway is given as where, , . The…Think it through. Then check your answer.Question
The speed-density relationship of a highway is given aswhere, , . The maximum flow (in vehicles per hour, round off to the nearest integer) is ________Correct answer
5000 to 5000
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The flow is given by the product of speed and density :To find the maximum flow, we differentiate with respect to and set it to zero:Substituting back into the flow equation:.57
Q57NAT2 marksMediumA confined aquifer of constant thickness is sandwiched between two aquicludes as shown in the figure (not drawn to scale). [figure] The heads indicated by two…Think it through. Then check your answer.Question
A confined aquifer of constant thickness is sandwiched between two aquicludes as shown in the figure (not drawn to scale).The heads indicated by two piezometers P and Q are and , respectively. The aquifer has a hydraulic conductivity of and its effective porosity is . If the distance between the piezometers is , the time taken by the water to travel through the aquifer from piezometer location P to Q (in days, round off to 1 decimal place) is ________.
Correct answer
924 to 926
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To find the time taken by water to travel from piezometer P to Q, we need to calculate the seepage velocity.1.Calculate the hydraulic gradient ():The hydraulic gradient is the change in head over the distance between the two points.
2.Calculate the Darcy velocity ():Using Darcy's Law, , where is the hydraulic conductivity.
3.Calculate the seepage velocity ():The actual velocity of water through the pores is the seepage velocity, which is the Darcy velocity divided by the effective porosity ().
4.Calculate the time taken ():The time taken to travel the distance is:
Rounding to one decimal place, we get days.58
Q58NAT2 marksHardAt the foot of a spillway, water flows at a depth of with a velocity of , as shown in the figure. [figure] The flow enters as an M-3 profile in the…Think it through. Then check your answer.Question
At the foot of a spillway, water flows at a depth of with a velocity of , as shown in the figure.The flow enters as an M-3 profile in the long wide rectangular channel with bed slope and Manning's . A hydraulic jump is formed at a certain distance from the foot of the spillway. Assume the acceleration due to gravity, . Just before the hydraulic jump, the depth of flow (in m, round off to 2 decimal places) is ________
Correct answer
0.41 to 0.43
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1.Calculate Discharge per unit width ():2.Calculate Normal Depth ():For a wide rectangular channel,3.Determine Jump Condition:In a long channel, the jump will occur such that the post-jump depth equals the normal depth of the downstream flow. So, .4.Calculate Pre-jump Depth ():Using the conjugate depth relationship: Solving for leads to the quadratic form: Rounding to 2 decimal places, .59
Q59NAT2 marksMediumTwo identical pipes (i.e., having the same length, same diameter, and same roughness) are used to withdraw water from a reservoir. In the first case, they are attached in series…Think it through. Then check your answer.Question
Two identical pipes (i.e., having the same length, same diameter, and same roughness) are used to withdraw water from a reservoir. In the first case, they are attached in series and discharge freely into the atmosphere. In the second case, they are attached in parallel and also discharge freely into the atmosphere. Neglecting all minor losses, and assuming that the friction factor is same in both the cases, the ratio of the discharge in the parallel arrangement to that in the series arrangement (round off to 2 decimal places) is ________.Correct answer
2.8 to 2.9
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Let be the head of the reservoir and be the head loss in each pipe, where is a constant for identical pipes.Case 1: Pipes in series
The total head loss is the sum of head losses in each pipe:
Case 2: Pipes in parallel
The total head loss is the same for both pipes, and the total discharge is split equally between them ( each pipe):
Ratio of discharges:
Rounding off to 2 decimal places, the ratio is 2.83.60
Q60NAT2 marksHardThe ordinates, , of a 2-hour unit hydrograph (i.e., for of effective rain), for a catchment are shown in the table. | (hour) | 0 | 1 | 2 | 3 | 4 | 5 | 6 | 7 |…Think it through. Then check your answer.Question
The ordinates, , of a 2-hour unit hydrograph (i.e., for of effective rain), for a catchment are shown in the table.A 6-hour storm occurs over the catchment such that the effective rainfall intensity is for the first two hours, zero for the next two hours, and for the last two hours. If the base flow is constant at , the peak flow due to this storm (in , round off to 1 decimal place) will be ________.(hour) 0 1 2 3 4 5 6 7 8 9 10 11 12 () 0 2 8 18 32 45 30 19 12 7 3 1 0 Correct answer
96.5 to 97.5
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The storm consists of three 2-hour periods:1. to : Intensity2. to : Intensity3. to : IntensityThe Direct Runoff Hydrograph (DRH) is calculated by superimposing the unit hydrograph (UH) scaled by the effective rainfall of each period:
Calculating DRH values to find the peak:
Total Peak Flow .61
Q61NAT2 marksMediumThe dimensions of a soil sampler are given in the table. | Parameter | Cutting edge | Sampling tube | |---|---|---| | Inside diameter () | 80 | 86 | | Outside diameter ()…Think it through. Then check your answer.Question
The dimensions of a soil sampler are given in the table.For this sampler, the outside clearance ratio (in percent, round off to 2 decimal places) is ___________Parameter Cutting edge Sampling tube Inside diameter () 80 86 Outside diameter () 100 90 Correct answer
11.1 to 11.12
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The outside clearance ratio () is defined as:where:- = outside diameter of the cutting edge =
- = outside diameter of the sampling tube =
62
Q62NAT2 marksEasyA rectangular footing has to carry a uniformly distributed load of . As per the dispersion method of stress distribution, the…Think it through. Then check your answer.Question
A rectangular footing has to carry a uniformly distributed load of . As per the dispersion method of stress distribution, the increment in vertical stress (in ) at a depth of below the footing is ____________Correct answer
40 to 40
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Using the dispersion method, the increment in vertical stress at depth is given by:where is the total load, and are the dimensions of the footing.
Total load .
Given , , and ..63
Q63NAT2 marksMediumConstant head permeability tests were performed on two soil specimens, and . The ratio of height of the two specimens () is , the ratio of the…Think it through. Then check your answer.Question
Constant head permeability tests were performed on two soil specimens, and . The ratio of height of the two specimens () is , the ratio of the diameter of specimens () is , and the ratio of the constant head () applied on the specimens is . If the discharge from both the specimens is equal, the ratio of the permeability of the soil specimens () is _______Correct answer
2.95 to 3.05
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For a constant head permeability test, the discharge is given by Darcy's law:Given that the discharge from both specimens is equal ():Rearranging to find the ratio of permeabilities:From the given data:- Ratio of heights:
- Ratio of diameters:
- Ratio of constant heads:
64
Q64NAT2 marksMediumA timber pile of length and diameter is driven with a drop hammer, falling freely from a height of . The total penetration…Think it through. Then check your answer.Question
A timber pile of length and diameter is driven with a drop hammer, falling freely from a height of . The total penetration of the pile in the last blows is . Use the Engineering News Record expression. Assume a factor of safety of and empirical factor (allowing reduction in the theoretical set, due to energy losses) of . The safe load carrying capacity of the pile (in , round off to 2 decimal places) is _______Correct answer
151 to 152
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The Engineering News Record (ENR) formula for the safe load carrying capacity () of a pile driven by a drop hammer is:Where:- = weight of the hammer =
- = height of free fall =
- = factor of safety =
- = average penetration per blow for the last few blows
- = empirical constant = (for drop hammer)
Total penetration in the last blows = .
Average penetration per blow, .Substituting the values into the formula:Rounding off to 2 decimal places, the safe load carrying capacity is .65
Q65NAT2 marksMediumA square footing of sides rests on the surface of a homogeneous soil bed having the properties: cohesion , angle of internal friction…Think it through. Then check your answer.Question
A square footing of sides rests on the surface of a homogeneous soil bed having the properties: cohesion , angle of internal friction , and unit weight . Terzaghi's bearing capacity factors for are , , , , , and . The ultimate bearing capacity of the foundation (in , round off to 2 decimal places) is ___________Correct answer
920 to 925
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For a square footing resting on the surface (), the ultimate bearing capacity is given by Terzaghi's formula:Since the angle of internal friction is less than , local shear failure is assumed. For local shear failure, the cohesion is modified to and the bearing capacity factors are used.Given:- Cohesion,
- Depth of foundation,
- Width of footing,
- Unit weight of soil,
- Bearing capacity factors for local shear: ,
Substituting these values into the formula for local shear failure:Rounding off to 2 decimal places, the ultimate bearing capacity is .