GATE 2022 CE (Set 1)

All 65 questions of GATE 2022 CE (Set 1)

Question text and figures as in the official paper, with the answer from the official key. Worked solutions for every question are in your report after you take the paper as a 3-hour test.

Q1 · General Aptitude · MCQ · 1 mark

You should _________ when to say _________.

  • (A)
    no / no
  • (B)
    no / know
  • (C)
    know / know
  • (D)
    know / no

Answer (official key): D

Worked solution: in your report after you take this paper.

Q2 · General Aptitude · MCQ · 1 mark

Two straight lines pass through the origin (x0,y0)=(0,0)(x_0,y_0)=(0,0). One passes through (x1,y1)=(1,3)(x_1,y_1)=(1,3) and the other through (x2,y2)=(1,2)(x_2,y_2)=(1,2). What is the area enclosed between them in the interval [0,1][0,1] on the xx-axis?

  • (A)
    0.5
  • (B)
    1.0
  • (C)
    1.5
  • (D)
    2.0

Answer (official key): A

Worked solution: in your report after you take this paper.

Q3 · General Aptitude · MCQ · 1 mark

If p:q=1:2p:q=1:2, q:r=4:3q:r=4:3, r:s=4:5r:s=4:5, and uu is 50% more than ss, what is the ratio p:up:u?

  • (A)
    2:152:15
  • (B)
    16:1516:15
  • (C)
    1:51:5
  • (D)
    16:4516:45

Answer (official key): D

Worked solution: in your report after you take this paper.

Q4 · General Aptitude · MCQ · 1 mark

Given the statements:

  • P is the sister of Q.
  • Q is the husband of R.
  • R is the mother of S.
  • T is the husband of P.

Based on the above information, T is ______ of S.

  • (A)
    the grandfather
  • (B)
    an uncle
  • (C)
    the father
  • (D)
    a brother

Answer (official key): B

Read the worked solution

Q5 · General Aptitude · MCQ · 1 mark

In the diagram, R is the center of the circle. PQ and ZV are tangential to the circle. The relation among the areas of the squares PXWR, RUVZ and SPQT is

Source figure

  • (A)
    Area of SPQT = Area of RUVZ = Area of PXWR
  • (B)
    Area of SPQT = Area of PXWR − Area of RUVZ
  • (C)
    Area of PXWR = Area of SPQT − Area of RUVZ
  • (D)
    Area of PXWR = Area of RUVZ − Area of SPQT

Answer (official key): B

Read the worked solution

Q6 · General Aptitude · MCQ · 2 marks

Healthy eating is a critical component of healthy aging. When should one start eating healthy? It turns out that it is never too early. For example, babies who start eating healthy in the first year are more likely to have better overall health as they get older.

Which one of the following is the CORRECT logical inference based on the information in the above passage?

  • (A)
    Healthy eating is important for those with good health conditions, but not for others
  • (B)
    Eating healthy can be started at any age, earlier the better
  • (C)
    Eating healthy and better overall health are more correlated at a young age, but not older age
  • (D)
    Healthy eating is more important for adults than kids

Answer (official key): B

Worked solution: in your report after you take this paper.

Q7 · General Aptitude · MCQ · 2 marks

P invested ₹5000 per month for 6 months of a year and Q invested ₹xx per month for 8 months of the year in a partnership business. The profit is shared in proportion to the total investment made in that year. If Q receives 4/94/9 of the total profit, what is xx (in ₹)?

  • (A)
    2500
  • (B)
    3000
  • (C)
    4687
  • (D)
    8437

Answer (official key): B

Worked solution: in your report after you take this paper.

Q8 · General Aptitude · MCQ · 2 marks

Figure for GATE 2022 CE (Set 1) question 8 (Quantitative Aptitude)

The above frequency chart shows the frequency distribution of marks obtained by a set of students in an exam.

From the data presented above, which one of the following is CORRECT?

  • (A)
    mean > mode > median
  • (B)
    mode > median > mean
  • (C)
    mode > mean > median
  • (D)
    median > mode > mean

Answer (official key): B

Worked solution: in your report after you take this paper.

Q9 · General Aptitude · MCQ · 2 marks

In the square grid shown on the left, a person standing at P2 position is required to move to P5 position. The only movement allowed for a step involves, “two moves along one direction followed by one move in a perpendicular direction”. The permissible directions for movement are shown as dotted arrows in the right. For example, a person at a given position Y can move only to the positions marked X on the right.

Without occupying any of the shaded squares at the end of each step, the minimum number of steps required to go from P2 to P5 is

Source figure

  • (A)
    4
  • (B)
    5
  • (C)
    6
  • (D)
    7

Answer (official key): B

Worked solution: in your report after you take this paper.

Q10 · General Aptitude · MCQ · 2 marks

Consider a cube made by folding a single sheet of paper of appropriate shape. The interior faces of the cube are all blank. However, the exterior faces that are not visible in the above view may not be blank.

Source figure

Which one of the following represents a possible unfolding of the cube?

  • (A)
    Source figure
  • (B)
    Source figure
  • (C)
    Source figure
  • (D)
    Source figure

Answer (official key): Marks to all

Everyone who took this paper got the marks for this question. Marks to all in GATE

Worked solution: in your report after you take this paper.

Q11 · Partial Differential Equations · MCQ · 1 mark

Consider the following expression:

z=sin⁡(y+it)+cos⁡(y−it)z = \sin(y + it) + \cos(y - it)

where zz, yy, and tt are variables, and i=−1i = \sqrt{-1} is a complex number. The partial differential equation derived from the above expression is

  • (A)
    ∂2z∂t2+∂2z∂y2=0\dfrac{\partial^2z}{\partial t^2}+\dfrac{\partial^2z}{\partial y^2}=0
  • (B)
    ∂2z∂t2−∂2z∂y2=0\dfrac{\partial^2z}{\partial t^2}-\dfrac{\partial^2z}{\partial y^2}=0
  • (C)
    ∂z∂t−i∂z∂y=0\dfrac{\partial z}{\partial t}-i\dfrac{\partial z}{\partial y}=0
  • (D)
    ∂z∂t+i∂z∂y=0\dfrac{\partial z}{\partial t}+i\dfrac{\partial z}{\partial y}=0

Answer (official key): A

Worked solution: in your report after you take this paper.

Q12 · Ordinary Differential Equations · MCQ · 1 mark

For d3ydx3+x(dydx)3/2+x2y=0\dfrac{d^3y}{dx^3}+x\left(\dfrac{dy}{dx}\right)^{3/2}+x^2y=0, the correct description is

  • (A)
    an ordinary differential equation of order 3 and degree 2.
  • (B)
    an ordinary differential equation of order 3 and degree 3.
  • (C)
    an ordinary differential equation of order 2 and degree 3.
  • (D)
    an ordinary differential equation of order 3 and degree 3/2.

Answer (official key): A

Worked solution: in your report after you take this paper.

Q13 · Structural Engineering · MCQ · 1 mark

The hoop stress at a point on the surface of a thin cylindrical pressure vessel is 30.0 MPa. The maximum shear stress at this point is

  • (A)
    7.5 MPa
  • (B)
    15.0 MPa
  • (C)
    30.0 MPa
  • (D)
    22.5 MPa

Answer (official key): A or A, B

Worked solution: in your report after you take this paper.

Q14 · Structural Engineering · MCQ · 1 mark

In the elastic theory of reinforced concrete, the modular ratio is the ratio of

  • (A)
    Young’s modulus of elasticity of reinforcement material to Young’s modulus of elasticity of concrete.
  • (B)
    Young’s modulus of elasticity of concrete to Young’s modulus of elasticity of reinforcement material.
  • (C)
    shear modulus of reinforcement material to shear modulus of concrete.
  • (D)
    Young’s modulus of elasticity of reinforcement material to shear modulus of concrete.

Answer (official key): A

Worked solution: in your report after you take this paper.

Q15 · Construction Materials and Management · MCQ · 1 mark

Which equation is correct for the Pozzolanic reaction?

  • (A)
    Ca(OH)2\mathrm{Ca(OH)_2} + Reactive Superplasticiser + H2O\mathrm{H_2O} → C-S-H
  • (B)
    Ca(OH)2\mathrm{Ca(OH)_2} + Reactive Silicon dioxide + H2O\mathrm{H_2O} → C-S-H
  • (C)
    Ca(OH)2\mathrm{Ca(OH)_2} + Reactive Sulphates + H2O\mathrm{H_2O} → C-S-H
  • (D)
    Ca(OH)2\mathrm{Ca(OH)_2} + Reactive Sulphur + H2O\mathrm{H_2O} → C-S-H

Answer (official key): B

Worked solution: in your report after you take this paper.

Q16 · Structural Engineering · MCQ · 1 mark

Consider the cross-section of a beam made up of thin uniform elements having thickness tt (t≪at \ll a) shown in the figure. The (x, y) coordinates of the points along the center-line of the cross-section are given in the figure.

Source figure

The coordinates of the shear center of this cross-section are:

  • (A)
    x=0, y=3ax=0,\ y=3a
  • (B)
    x=2a, y=2ax=2a,\ y=2a
  • (C)
    x=−a, y=2ax=-a,\ y=2a
  • (D)
    x=−2a, y=ax=-2a,\ y=a

Answer (official key): A

Worked solution: in your report after you take this paper.

Q17 · Geotechnical Engineering · MCQ · 1 mark

Four different soils are classified as CH, ML, SP, and SW, as per the Unified Soil Classification System. Which one of the following options correctly represents their arrangement in the decreasing order of hydraulic conductivity?

  • (A)
    SW, SP, ML, CH
  • (B)
    CH, ML, SP, SW
  • (C)
    SP, SW, CH, ML
  • (D)
    ML, SP, CH, SW

Answer (official key): A

Worked solution: in your report after you take this paper.

Q18 · Geotechnical Engineering · MCQ · 1 mark

Let σv′\sigma_v' and σh′\sigma_h' denote the effective vertical stress and effective horizontal stress, respectively. Which one of the following conditions must be satisfied for a soil element to reach the failure state under Rankine’s passive earth pressure condition?

  • (A)
    σv′<σh′\sigma_v'<\sigma_h'
  • (B)
    σv′>σh′\sigma_v'>\sigma_h'
  • (C)
    σv′=σh′\sigma_v'=\sigma_h'
  • (D)
    σv′+σh′=0\sigma_v'+\sigma_h'=0

Answer (official key): A

Worked solution: in your report after you take this paper.

Q19 · Water Resources Engineering · MCQ · 1 mark

With respect to fluid flow, match the following in Column X with Column Y:

Column XColumn Y
(P) Viscosity(I) Mach number
(Q) Gravity(II) Reynolds number
(R) Compressibility(III) Euler number
(S) Pressure(IV) Froude number

Which one of the following combinations is correct?

  • (A)
    P–II, Q–IV, R–I, S–III
  • (B)
    P–III, Q–IV, R–I, S–II
  • (C)
    P–IV, Q–II, R–I, S–III
  • (D)
    P–II, Q–IV, R–III, S–I

Answer (official key): A

Worked solution: in your report after you take this paper.

Q20 · Water Resources Engineering · MCQ · 1 mark

Let ψ\psi denote soil suction head and KK hydraulic conductivity. If soil moisture content θ\theta increases, which statement is TRUE?

  • (A)
    ψ\psi decreases and KK increases.
  • (B)
    ψ\psi increases and KK decreases.
  • (C)
    Both ψ\psi and KK decrease.
  • (D)
    Both ψ\psi and KK increase.

Answer (official key): A

Worked solution: in your report after you take this paper.

Q21 · Water Resources Engineering · MCQ · 1 mark

A rectangular channel with Gradually Varied Flow has a bed-slope change from a steeper slope to a steep slope. The resulting GVF profile is

  • (A)
    S3
  • (B)
    S1
  • (C)
    S2
  • (D)
    either S1 or S2, depending on the magnitude of the slopes

Answer (official key): A

Worked solution: in your report after you take this paper.

Q22 · Environmental Engineering · MCQ · 1 mark

The total hardness in raw water is 500 milligram per liter as CaCO3_3. The total hardness of this raw water, expressed in milligram equivalent per liter, is

(Consider the atomic weights of Ca, C, and O as 40 g/mol, 12 g/mol, and 16 g/mol, respectively.)

  • (A)
    10
  • (B)
    100
  • (C)
    1
  • (D)
    5

Answer (official key): A

Worked solution: in your report after you take this paper.

Q23 · Geomatics Engineering · MCQ · 1 mark

An aerial photograph is taken from a flight at a height of 3.5 km above mean sea level, using a camera of focal length 152 mm. If the average ground elevation is 460 m above mean sea level, then the scale of the photograph is

  • (A)
    1 : 20000
  • (B)
    1 : 20
  • (C)
    1 : 100000
  • (D)
    1 : 2800

Answer (official key): A

Worked solution: in your report after you take this paper.

Q24 · Geomatics Engineering · MCQ · 1 mark

A line between stations P and Q laid on a slope of 1 in 5 was measured as 350 m using a 50 m tape. The tape is known to be short by 0.1 m. The corrected horizontal length (in m) of the line PQ will be

  • (A)
    342.52
  • (B)
    349.30
  • (C)
    356.20
  • (D)
    350.70

Answer (official key): A

Worked solution: in your report after you take this paper.

Q25 · Linear Algebra · MSQ · 1 mark

The matrix M\mathbf{M} is defined as

M=[1342]\mathbf{M} = \begin{bmatrix} 1 & 3 \\ 4 & 2 \end{bmatrix}

and has eigenvalues 5\mathbf{5} and −2-\mathbf{2}. The matrix Q\mathbf{Q} is formed as

Q=M3−4M2−2M\mathbf{Q} = \mathbf{M}^3 - 4\mathbf{M}^2 - 2\mathbf{M}

Which of the following is/are the eigenvalue(s) of matrix Q\mathbf{Q}?

  • (A)
    15
  • (B)
    25
  • (C)
    −20
  • (D)
    −30

Answer (official key): A, C

Worked solution: in your report after you take this paper.

Q26 · Environmental Engineering · MSQ · 1 mark

For wastewater coming from a wood pulping industry, Chemical Oxygen Demand (COD) and 5-day Biochemical Oxygen Demand (BOD5_5) were determined. For this wastewater, which of the following statement(s) is/are correct?

  • (A)
    COD>BOD5\mathrm{COD}>\mathrm{BOD}_5
  • (B)
    COD≠BOD5\mathrm{COD}\ne\mathrm{BOD}_5
  • (C)
    COD<BOD5\mathrm{COD}<\mathrm{BOD}_5
  • (D)
    COD=BOD5\mathrm{COD}=\mathrm{BOD}_5

Answer (official key): A, B

Worked solution: in your report after you take this paper.

Q27 · Environmental Engineering · MSQ · 1 mark

Which of the following process(es) can be used for conversion of salt water into fresh water?

  • (A)
    Microfiltration
  • (B)
    Electrodialysis
  • (C)
    Ultrafiltration
  • (D)
    Reverse osmosis

Answer (official key): B, D

Worked solution: in your report after you take this paper.

Q28 · Transportation Engineering · MSQ · 1 mark

A horizontal curve must be designed in a region with limited space. Which measures can decrease its radius?

  • (A)
    Decrease the design speed.
  • (B)
    Increase the superelevation.
  • (C)
    Increase the design speed.
  • (D)
    Restrict vehicles with higher weight from using the facility.

Answer (official key): A, B

Worked solution: in your report after you take this paper.

Q29 · Numerical Methods · Numerical · 1 mark

Consider the following recursive iteration scheme for different values of variable PP with the initial guess x1=1x_1 = \mathbf{1}:

xn+1=12(xn+Pxn),n=1,2,3,4,5x_{n+1} = \frac{1}{2}\left(x_n + \frac{P}{x_n}\right), \qquad n = 1, 2, 3, 4, 5

For P=2P = \mathbf{2}, x5x_5 is obtained to be 1.414, rounded-off to three decimal places.

For P=3P = \mathbf{3}, x5x_5 is obtained to be 1.732, rounded-off to three decimal places.

If P=10P = \mathbf{10}, the numerical value of x5x_5 is _________ . (round off to three decimal places)

Answer (official key): 3.1 to 3.2

Worked solution: in your report after you take this paper.

Q30 · Partial Differential Equations · Numerical · 1 mark

The Fourier cosine series of a function is given by:

f(x)=∑n=0∞fncos⁡nxf(x) = \sum_{n=0}^{\infty} f_n \cos nx

For f(x)=cos⁡4xf(x) = \cos^4 x, the numerical value of (f4+f5)(f_4 + f_5) is ______ . (round off to three decimal places)

Answer (official key): 0.12 to 0.13

Worked solution: in your report after you take this paper.

Q31 · Geotechnical Engineering · Numerical · 1 mark

An uncompacted soil heap has volume 10000 m310000\ \mathrm{m^3} and void ratio 1. If compacted to 7500 m37500\ \mathrm{m^3}, find its void ratio (one decimal place).

Answer (official key): 0.5

Worked solution: in your report after you take this paper.

Q32 · Geotechnical Engineering · Numerical · 1 mark

A concentrated vertical load of 3000 kN is applied on a horizontal ground surface. Points P and Q are at depths 1 m and 2 m below the ground, respectively, along the line of application of the load. Considering the ground to be a linearly elastic, isotropic, semi-infinite medium, the ratio of the increase in vertical stress at P to the increase in vertical stress at Q is ________. (in integer)

Answer (official key): 4

Worked solution: in your report after you take this paper.

Q33 · Geotechnical Engineering · Numerical · 1 mark

At a site, Static Cone Penetration Test was carried out. The measured point (tip) resistance qcq_c was 1000 kPa at a certain depth. The friction ratio (frf_r) was estimated as 1 % at the same depth. The value of sleeve (side) friction (in kPa) at that depth was ___________________ . (in integer)

Answer (official key): 10

Worked solution: in your report after you take this paper.

Q34 · Water Resources Engineering · Numerical · 1 mark

During a stage of crop growth, consumptive use is 2.8 mm/day. Water available in the soil is 50% of the maximum depth of available water in the root zone. The maximum root zone depth is 80 mm and irrigation efficiency is 70%. Find the irrigation interval in days (nearest integer).

Answer (official key): Marks to all

Everyone who took this paper got the marks for this question. Marks to all in GATE

Worked solution: in your report after you take this paper.

Q35 · Geomatics Engineering · Numerical · 1 mark

A survey line has bearing N31∘17′W\mathrm{N}31^\circ17'\mathrm{W}. Find its azimuth observed from north in degrees (two decimal places).

Answer (official key): 328.6 to 328.8

Worked solution: in your report after you take this paper.

Q36 · Linear Algebra · MCQ · 2 marks

P has Cartesian coordinates (1,1,1) in a right-handed coordinate system. What are its coordinates after a 45° clockwise rotation of the coordinate system about the positive x-axis?

  • (A)
    (1,0,2)(1,0,\sqrt2)
  • (B)
    (1,0,−2)(1,0,-\sqrt2)
  • (C)
    (−1,0,2)(-1,0,\sqrt2)
  • (D)
    (−1,0,−2)(-1,0,-\sqrt2)

Answer (official key): A

Worked solution: in your report after you take this paper.

Q37 · Structural Engineering · MCQ · 2 marks

A semi-circular bar of radius R m, in a vertical plane, is fixed at the end G, as shown in the figure. A horizontal load of magnitude P kN is applied at the end H. The magnitude of the axial force, shear force, and bending moment at point Q for θ = 45°, respectively, are

Source figure

  • (A)
    P/2P/\sqrt2 kN, P/2P/\sqrt2 kN, PR/2PR/\sqrt2 kNm
  • (B)
    P/2P/\sqrt2 kN, P/2P/\sqrt2 kN, 0 kNm
  • (C)
    0 kN, P/2P/\sqrt2 kN, PR/2PR/\sqrt2 kNm
  • (D)
    P/2P/\sqrt2 kN, 0 kN, PR/2PR/\sqrt2 kNm

Answer (official key): A

Read the worked solution

Q38 · Structural Engineering · MCQ · 2 marks

A weld is used for joining an angle section ISA 100 mm × 100 mm × 10 mm to a gusset plate of thickness 15 mm to transmit a tensile load. The permissible stress in the angle is 150 MPa and the permissible shear stress on the section through the throat of the fillet weld is 108 MPa. The location of the centroid of the angle is represented by CyyC_{yy} in the figure, where CyyC_{yy} = 28.4 mm. The area of cross-section of the angle is 1903 mm².

Source figure

Assuming the effective throat thickness of the weld to be 0.7 times the given weld size, the lengths L1L_1 and L2L_2 (rounded-off to the nearest integer) of the weld required to transmit a load equal to the full strength of the tension member are, respectively

  • (A)
    541 mm and 214 mm
  • (B)
    214 mm and 541 mm
  • (C)
    380 mm and 151 mm
  • (D)
    151 mm and 380 mm

Answer (official key): A

Worked solution: in your report after you take this paper.

Q39 · Construction Materials and Management · MCQ · 2 marks

The project activities are given in the following table along with the duration and dependency.

ActivitiesDuration (days)Depends on
P10-
Q12-
R5P
S10Q
T10P, Q

Which one of the following combinations is correct?

  • (A)
    Total duration = 22 days; critical path Q → S
  • (B)
    Total duration = 20 days; critical path Q → T
  • (C)
    Total duration = 22 days; critical path P → T
  • (D)
    Total duration = 20 days; critical path P → R

Answer (official key): A

Worked solution: in your report after you take this paper.

Q40 · Geotechnical Engineering · MCQ · 2 marks

The correct match between the physical states of the soils given in Group I and the governing conditions given in Group II is

Group IGroup II
1. normally consolidated soilP. sensitivity > 16
2. quick clayQ. dilation angle = 0
3. sand in critical stateR. liquid limit > 50
4. clay of high plasticityS. over consolidation ratio = 1
  • (A)
    1-S, 2-P, 3-Q, 4-R
  • (B)
    1-Q, 2-S, 3-P, 4-R
  • (C)
    1-Q, 2-P, 3-R, 4-S
  • (D)
    1-S, 2-Q, 3-P, 4-R

Answer (official key): A

Worked solution: in your report after you take this paper.

Q41 · Geotechnical Engineering · MCQ · 2 marks

As per Rankine’s theory of earth pressure, the inclination of failure planes is (45+ϕ2)∘\left(45 + \dfrac{\phi}{2}\right)^\circ with respect to the direction of the minor principal stress.

The above statement is correct for which one of the following options?

  • (A)
    only the active state and not the passive state
  • (B)
    only the passive state and not the active state
  • (C)
    both active and passive states
  • (D)
    neither active nor passive state

Answer (official key): C

Worked solution: in your report after you take this paper.

Q42 · Environmental Engineering · MCQ · 2 marks

Henry’s law constant for transferring O2_2 from air into water, at room temperature, is 1.3 mmolliter-atm1.3\ \dfrac{\text{mmol}}{\text{liter-atm}}. Given that the partial pressure of O2_2 in the atmosphere is 0.21 atm, the concentration of dissolved oxygen (mg/liter) in water in equilibrium with the atmosphere at room temperature is

(Consider the molecular weight of O2_2 as 32 g/mol)

  • (A)
    8.7
  • (B)
    0.8
  • (C)
    198.1
  • (D)
    0.2

Answer (official key): A

Worked solution: in your report after you take this paper.

Q43 · Environmental Engineering · MCQ · 2 marks

A water sample contains Ca2+=100\mathrm{Ca^{2+}}=100 mg/L, Mg2+=36\mathrm{Mg^{2+}}=36 mg/L and HCO3−=122\mathrm{HCO_3^-}=122 mg/L. Atomic masses: Ca 40, Mg 24, H 1, C 12, O 16. Find total hardness and temporary hardness, in mg/L as CaCO3\mathrm{CaCO_3}.

  • (A)
    400 and 100, respectively.
  • (B)
    400 and 300, respectively.
  • (C)
    500 and 100, respectively.
  • (D)
    800 and 200, respectively.

Answer (official key): A

Worked solution: in your report after you take this paper.

Q44 · Transportation Engineering · MCQ · 2 marks

Consider the four points P, Q, R, and S shown in the Greenshields fundamental speed-flow diagram. Denote their corresponding traffic densities by kPk_P, kQk_Q, kRk_R, and kSk_S, respectively.

Source figure

The correct order of these densities is

  • (A)
    kP>kQ>kR>kSk_P>k_Q>k_R>k_S
  • (B)
    kS>kR>kQ>kPk_S>k_R>k_Q>k_P
  • (C)
    kQ>kR>kS>kPk_Q>k_R>k_S>k_P
  • (D)
    kQ>kR>kP>kSk_Q>k_R>k_P>k_S

Answer (official key): A

Worked solution: in your report after you take this paper.

Q45 · Calculus · MSQ · 2 marks

Let max⁡{a,b}\max\{a, b\} denote the maximum of two real numbers aa and bb. Which of the following statement(s) is/are TRUE about the function f(x)=max⁡{3−x,x−1}f(x) = \max\{3 - x, x - 1\}?

  • (A)
    It is continuous on its domain.
  • (B)
    It has a local minimum at x = 2.
  • (C)
    It has a local maximum at x = 2.
  • (D)
    It is differentiable on its domain.

Answer (official key): A, B

Read the worked solution

Q46 · Structural Engineering · MSQ · 2 marks

A horizontal force of P kN is applied to a homogeneous body of weight 25 kN, as shown in the figure. The coefficient of friction between the body and the floor is 0.3.

Source figure

Which of the following statement(s) is/are correct?

  • (A)
    The motion of the body will occur by overturning.
  • (B)
    Sliding of the body never occurs.
  • (C)
    No motion occurs for P ≤ 6 kN.
  • (D)
    The motion of the body will occur by sliding only.

Answer (official key): A, C or A, B, C

Worked solution: in your report after you take this paper.

Q47 · Water Resources Engineering · MSQ · 2 marks

For cross-drainage structures, which statements about the relative positions of a natural drain and irrigation canal are correct?

  • (A)
    In an aqueduct, natural drain water goes under the irrigation canal, whereas in a super-passage, natural drain water goes over the irrigation canal.
  • (B)
    In a level crossing, natural drain water goes through the irrigation canal.
  • (C)
    In an aqueduct, natural drain water goes over the irrigation canal, whereas in a super-passage, natural drain water goes under the irrigation canal.
  • (D)
    In a canal syphon, natural drain water goes through the irrigation canal.

Answer (official key): A, B

Worked solution: in your report after you take this paper.

Q48 · Numerical Methods · Numerical · 2 marks

Consider the differential equation

dydx=4(x+2)−y\frac{dy}{dx} = 4(x + 2) - y

For the initial condition y = 3 at x = 1, the value of yy at x = 1.4 obtained using Euler’s method with a step-size of 0.2 is _________. (round off to one decimal place)

Answer (official key): 6.3 to 6.5

Read the worked solution

Q49 · Probability and Statistics · Numerical · 2 marks

A set of observations of independent variable (x) and the corresponding dependent variable (y) is given below.

x5243
y16101312

Based on the data, the coefficient aa of the linear regression model y=a+bxy = a + bx is estimated as 6.1. The coefficient bb is ______________ . (round off to one decimal place)

Answer (official key): 1.9

Worked solution: in your report after you take this paper.

Q50 · Structural Engineering · Numerical · 2 marks

The plane truss shown in the figure is subjected to an external force P. It is given that P = 70 kN, a = 2 m, and b = 3 m.

Source figure

The magnitude (absolute value) of force (in kN) in member EF is _______. (round off to the nearest integer)

Answer (official key): 28 to 32

Worked solution: in your report after you take this paper.

Q51 · Structural Engineering · Numerical · 2 marks

Consider the linearly elastic plane frame shown in the figure. Members HF, FK and FG are welded together at joint F. Joints K, G and H are fixed supports. A counter-clockwise moment M is applied at joint F. Consider flexural rigidity EI = 10⁵ kN-m² for each member and neglect axial deformations.

Source figure

If the magnitude (absolute value) of the support moment at H is 10 kN-m, the magnitude (absolute value) of the applied moment M (in kN-m) to maintain static equilibrium is ___________. (round off to the nearest integer)

Answer (official key): 57 to 63

Worked solution: in your report after you take this paper.

Q52 · Structural Engineering · Numerical · 2 marks

Consider a simply supported beam PQ as shown in the figure. A truck having 100 kN on the front axle and 200 kN on the rear axle, moves from left to right. The spacing between the axles is 3 m. The maximum bending moment at point R is _________ kNm. (in integer)

Source figure

Answer (official key): 180

Worked solution: in your report after you take this paper.

Q53 · Structural Engineering · Numerical · 2 marks

A reinforced concrete beam with rectangular cross section (width = 300 mm, effective depth = 580 mm) is made of M30 grade concrete. It has 1% longitudinal tension reinforcement of Fe 415 grade steel. The design shear strength for this beam is 0.66 N/mm². The beam has to resist a factored shear force of 440 kN. The spacing of two-legged, 10 mm diameter vertical stirrups of Fe 415 grade steel is __________mm. (round off to the nearest integer)

Answer (official key): 100 to 102

Worked solution: in your report after you take this paper.

Q54 · Geotechnical Engineering · Numerical · 2 marks

A square concrete pile of 10 m length is driven into a deep layer of uniform homogeneous clay. Average unconfined compressive strength of the clay, determined through laboratory tests on undisturbed samples extracted from the clay layer, is 100 kPa. If the ultimate compressive load capacity of the driven pile is 632 kN, the required width of the pile is _______ mm. (in integer)

(Bearing capacity factor NcN_c = 9; adhesion factor α\alpha = 0.7)

Answer (official key): 400

Worked solution: in your report after you take this paper.

Q55 · Geotechnical Engineering · Numerical · 2 marks

A raft foundation of 30 m × 25 m is proposed to be constructed at a depth of 8 m in a sand layer. A 25 m thick saturated clay layer exists 2 m below the base of the raft foundation. Below the clay layer, a dense sand layer exists at the site. A 25 mm thick undisturbed sample was collected from the mid-depth of the clay layer and tested in a laboratory oedometer under double drainage condition. It was found that the soil sample had undergone 50 % consolidation settlement in 10 minutes. The time (in days) required for 25 % consolidation settlement of the raft foundation will be ____________________. (round off to the nearest integer)

Answer (official key): 1730 to 1740

Worked solution: in your report after you take this paper.

Q56 · Water Resources Engineering · Numerical · 2 marks

A two-hour duration storm event with uniform excess rainfall of 3 cm occurred on a watershed. The ordinates of streamflow hydrograph resulting from this event are given in the table.

Time (hours)01234567
Streamflow (m³/s)1016344031251610

Considering a constant baseflow of 10 m³/s, the peak flow ordinate (in m³/s) of one-hour unit hydrograph for the watershed is ________ . (in integer)

Answer (official key): 12

Worked solution: in your report after you take this paper.

Q57 · Water Resources Engineering · Numerical · 2 marks

Two reservoirs are connected by two parallel pipes of equal length and of diameters 20 cm and 10 cm, as shown in the figure (not drawn to scale).

Source figure

When the difference in the water levels of the reservoirs is 5 m, the ratio of discharge in the larger diameter pipe to the discharge in the smaller diameter pipe is ____________. (round off to two decimal places)

(Consider only loss due to friction and neglect all other losses. Assume the friction factor to be the same for both the pipes)

Answer (official key): 5.6 to 5.7

Worked solution: in your report after you take this paper.

Q58 · Water Resources Engineering · Numerical · 2 marks

Depth of water flowing in a 3 m wide rectangular channel is 2 m. The channel carries a discharge of 12 m³/s. Take g = 9.8 m/s². The bed width (in m) at contraction, which just causes the critical flow, is _________ without changing the upstream water level. (round off to two decimal places)

Answer (official key): 2.05 to 2.35

Worked solution: in your report after you take this paper.

Q59 · Environmental Engineering · Numerical · 2 marks

A wastewater sample contains two nitrogen species, namely ammonia and nitrate. Consider the atomic weight of N, H, and O as 14 g/mol, 1 g/mol, and 16 g/mol, respectively. In this wastewater, the concentration of ammonia is 34 mg NH3_3/liter and that of nitrate is 6.2 mg NO3−_3^-/liter. The total nitrogen concentration in this wastewater is _______ milligram nitrogen per liter. (round off to one decimal place)

Answer (official key): 29 to 30

Worked solution: in your report after you take this paper.

Q60 · Environmental Engineering · Numerical · 2 marks

A 2 % sewage sample (in distilled water) was incubated for 3 days at 27 °C temperature. After incubation, a dissolved oxygen depletion of 10 mg/L was recorded. The biochemical oxygen demand (BOD) rate constant at 27 °C was found to be 0.23 day⁻¹ (at base e). The ultimate BOD (in mg/L) of the sewage will be_____________. (round off to the nearest integer)

Answer (official key): 1000 to 1005

Worked solution: in your report after you take this paper.

Q61 · Environmental Engineering · Numerical · 2 marks

A water treatment plant has a sedimentation basin of depth 3 m, width 5 m, and length 40 m. The water inflow rate is 500 m³/h. The removal fraction of particles having a settling velocity of 1.0 m/h is_______. (round off to one decimal place)

(Consider the particle density as 2650 kg/m³ and liquid density as 991 kg/m³)

Answer (official key): 0.38 to 0.42

Worked solution: in your report after you take this paper.

Q62 · Transportation Engineering · Numerical · 2 marks

A two-phase signalized intersection is designed with a cycle time of 100 s. The amber and red times for each phase are 4 s and 50 s, respectively. If the total lost time per phase due to start-up and clearance is 2 s, the effective green time of each phase is ______s. (in integer)

Answer (official key): 48

Worked solution: in your report after you take this paper.

Q63 · Probability and Statistics · Numerical · 2 marks

At a traffic intersection, cars and buses arrive randomly according to independent Poisson processes at an average rate of 4 vehicles per hour and 2 vehicles per hour, respectively. The probability of observing at least 2 vehicles in 30 minutes is ______. (round off to two decimal places)

Answer (official key): 0.78 to 0.82

Worked solution: in your report after you take this paper.

Q64 · Transportation Engineering · Numerical · 2 marks

The vehicle count obtained in every 10 minute interval of a traffic volume survey done in peak one hour is given below.

Time Interval (in minutes)Vehicle Count
0 – 1010
10 – 2011
20 – 3012
30 – 4015
40 – 5013
50 – 6011

The peak hour factor (PHF) for 10 minute sub-interval is __________. (round off to one decimal place)

Answer (official key): 0.8

Worked solution: in your report after you take this paper.

Q65 · Transportation Engineering · Numerical · 2 marks

For the dual-wheel carrying assembly shown in the figure, P is the load on each wheel, a is the radius of the contact area of the wheel, s is the spacing between the wheels, and d is the clear distance between the wheels. Assuming that the ground is an elastic, homogeneous, and isotropic half space, the ratio of Equivalent Single Wheel Load (ESWL) at depth z = d/2 to the ESWL at depth z = 2s is ___________. (round off to one decimal place)

(Consider the influence angle to be 45° for the linear dispersion of stress with depth)

Source figure

Answer (official key): 0.5

Worked solution: in your report after you take this paper.