The PYQ practice room
GATE CE 2024 Set 1
All 65 solved GATE CE 2024 Set 1 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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65
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100
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General Aptitude (GA)
101
Q1MCQ1 markMediumIf ‘’ denotes increasing order of intensity, then the meaning of the words [simmer seethe smolder] is analogous to [break …Think it through. Then check your answer.Question
If ‘’ denotes increasing order of intensity, then the meaning of the words
[simmer seethe smolder] is analogous to [break raze ________ ].
Which one of the given options is appropriate to fill the blank?Correct answer
(B) obliterate
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The relationship is based on increasing intensity of an action or state.- Simmer (low heat) Seethe (intense boiling/agitation) Smolder (burning slowly with smoke, often indicating a deep-seated or persistent state).
- Similarly, for destruction: Break (to damage or separate into pieces) Raze (to completely level or demolish, usually a building) Obliterate (to wipe out completely, leaving no trace).
2
Q2MCQ1 markMediumIn a locality, the houses are numbered in the following way: The house-numbers on one side of a road are consecutive odd integers starting from 301, while the house-numbers on the…Think it through. Then check your answer.Question
In a locality, the houses are numbered in the following way:
The house-numbers on one side of a road are consecutive odd integers starting from
301, while the house-numbers on the other side of the road are consecutive even
numbers starting from 302. The total number of houses is the same on both sides of
the road.
If the difference of the sum of the house-numbers between the two sides of the road
is 27, then the number of houses on each side of the road isCorrect answer
(A) 27
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Let be the number of houses on each side of the road.Side 1 (Odd numbers):
The house numbers are .Side 2 (Even numbers):
The house numbers are .Let be the sum of house numbers on Side 1 and be the sum on Side 2.
We are given that the difference of the sums is 27. Since each even number is exactly 1 greater than its corresponding odd number on the other side:
( times)
Given , we have .Thus, the number of houses on each side is 27.3
Q3MCQ1 markMediumFor positive integers and , with , . Then,Think it through. Then check your answer.Question
For positive integers and , with , . Then,Correct answer
(A) q^p = p^q
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Given equation:
Using the property :
Dividing both sides by (since is a positive integer, ):
Raising both sides to the power :
This matches option (A).4
Q4MCQ1 markEasyWhich one of the given options is a possible value of in the following sequence?Think it through. Then check your answer.Question
Which one of the given options is a possible value of in the following sequence?Correct answer
(D) 31
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The sequence follows the pattern for :- For :
- For :
- For :
- For :
- For :
- For :
- For :
Thus, .5
Q5MCQ1 markMediumOn a given day, how many times will the second-hand and the minute-hand of a clock cross each other during the clock time 12:05:00 hours to 12:55:00 hours?Think it through. Then check your answer.Question
On a given day, how many times will the second-hand and the minute-hand of a clock cross each other during the clock time 12:05:00 hours to 12:55:00 hours?Correct answer
(C) 50
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The angular speed of the second-hand is .
The angular speed of the minute-hand is .
The relative angular speed is .
The time interval between successive crossings is .Let at 12:00:00. Crossings occur at seconds.
We are interested in the interval from 12:05:00 ( s) to 12:55:00 ( s).The integer values for are .
The total number of crossings is .6
Q6MCQ2 marksEasyIn the given text, the blanks are numbered (i)−(iv). Select the best match for all the blanks. From the ancient Athenian arena to the modern Olympic stadiums, athletics (i) the…Think it through. Then check your answer.Question
In the given text, the blanks are numbered (i)−(iv). Select the best match for all the blanks.From the ancient Athenian arena to the modern Olympic stadiums, athletics
(i)
the potential for a spectacle. The crowd
(ii)
with bated
breath as the Olympian artist twists his body, stretching the javelin behind him.
Twelve strides in, he begins to cross-step. Six cross-steps
(iii)
in an abrupt
stop on his left foot. As his body
(iv)
like a door turning on a hinge, the
javelin is launched skyward at a precise angle.Correct answer
(D) (i) holds (ii) waits (iii) culminate (iv) pivots
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The correct verbs are determined by subject-verb agreement:
(i) athletics is a singular noun referring to the sport, so the singular verb holds is correct.
(ii) The crowd is a collective noun acting as a single unit, so the singular verb waits is appropriate.
(iii) Six cross-steps is a plural subject, requiring the plural verb culminate.
(iv) his body is a singular subject, requiring the singular verb pivots.Matching these gives: (i) holds, (ii) waits, (iii) culminate, (iv) pivots. This corresponds to option (D).7
Q7MCQ2 marksHardThree distinct sets of indistinguishable twins are to be seated at a circular table that has 8 identical chairs. Unique seating arrangements are defined by the relative positions…Think it through. Then check your answer.Question
Three distinct sets of indistinguishable twins are to be seated at a circular table that has 8 identical chairs. Unique seating arrangements are defined by the relative positions of the people.How many unique seating arrangements are possible such that each person is sitting next to their twin?Correct answer
(A) 12
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Let the three sets of twins be represented as blocks , , and . Since there are 8 identical chairs and 6 people, there are 2 empty chairs, which can be treated as two identical blocks and .We need to arrange these 5 blocks around a circular table. The blocks are: , , , , and .The number of circular permutations of items where some are identical is given by Polya's Enumeration Theorem or by considering linear permutations and dividing by the number of rotations.Total linear permutations of is .Since the greatest common divisor of the counts of each type of block (1, 1, 1, 2) is 1, there are no periodic arrangements. Thus, the number of unique circular arrangements is simply the total linear permutations divided by the number of positions:Therefore, there are 12 unique seating arrangements.8
Q8MCQ2 marksEasyThe chart given below compares the Installed Capacity (MW) of four power generation technologies, T1, T2, T3, and T4, and their Electricity Generation (MWh) in a time of 1000…Think it through. Then check your answer.Question
The chart given below compares the Installed Capacity (MW) of four power generation technologies, T1, T2, T3, and T4, and their Electricity Generation (MWh) in a time of 1000 hours (h).The Capacity Factor of a power generation technology is:Which one of the given technologies has the highest Capacity Factor?
Correct answer
(A) T1
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To find the technology with the highest Capacity Factor, we calculate it for each technology using the formula provided:From the chart:- T1: Installed Capacity , Electricity Generation .
- T2: Installed Capacity , Electricity Generation .
- T3: Installed Capacity , Electricity Generation .
- T4: Installed Capacity , Electricity Generation .
9
Q9MCQ2 marksHardIn the array shown below, each cell of the first three columns has either a cross (X) or a number, as per the given rule. [figure] Rule: The number in a cell…Think it through. Then check your answer.Question
In the array shown below, each cell of the first three columns has either a cross (X) or a number, as per the given rule.Rule: The number in a cell represents the count of crosses around its immediate neighboring cells (left, right, top, bottom, diagonals).As per this rule, the maximum number of crosses possible in the empty column is
Correct answer
(C) 2
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Let the cells in the fourth column be from top to bottom. We use the numbers in the third column to establish constraints on these cells.1.Cell (1,3) contains 2: Its neighbors are (1,2), (2,2), (2,3), (1,4), and (2,4). From the grid, (2,2) is a cross (X). Thus, one more cross must come from the fourth column neighbors: .2.Cell (2,3) contains 3: Its neighbors are (1,2), (1,3), (1,4), (2,2), (2,4), (3,2), (3,3), and (3,4). From the grid, (2,2) and (3,2) are crosses. Thus, one more cross must come from the fourth column neighbors: .3.Cell (3,3) contains 4: Its neighbors are (2,2), (2,3), (2,4), (3,2), (3,4), (4,2), (4,3), and (4,4). From the grid, (2,2), (3,2), and (4,3) are crosses. Thus, one more cross must come from the fourth column neighbors: .From equations (1) and (2), we find .
Substituting into equation (3), we get .
From equation (1), we have .To maximize the total number of crosses in the fourth column ():- If , then and . Total crosses = .
- If , then and . Total crosses = .
10
Q10MCQ2 marksMediumDuring a half-moon phase, the Earth-Moon-Sun form a right triangle. If the Moon-Earth-Sun angle at this half-moon phase is measured to be , the ratio of the Earth-Sun…Think it through. Then check your answer.Question
During a half-moon phase, the Earth-Moon-Sun form a right triangle. If the Moon-Earth-Sun angle at this half-moon phase is measured to be , the ratio of the Earth-Sun and Earth-Moon distances is closest toCorrect answer
(B) 382
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In a right-angled triangle formed by the Earth (E), Moon (M), and Sun (S) during a half-moon phase, the angle at the Moon is . Given the Moon-Earth-Sun angle . In , . Thus, the ratio . Calculating this: . The closest value is 382.
Civil Engineering Set 1 (CE1)
5511
Q11MCQ1 markMediumThe smallest positive root of the equation lies in the rangeThink it through. Then check your answer.Question
The smallest positive root of the equationlies in the rangeCorrect answer
(A) 0 < x ≤ 2
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The given equation is . We can factorize it by grouping terms:
.
Further factorizing the quadratic in :
.
The roots are . The positive roots are . The smallest positive root is , which lies in the range .12
Q12MCQ1 markMediumThe second-order differential equation in an unknown function is defined as Assuming , , and ,…Think it through. Then check your answer.Question
The second-order differential equation in an unknown function is defined asAssuming , , and , the general solution of the above differential equation isCorrect answer
(B) u = x² + x f(y) + h(y)
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Given . Integrating once with respect to :
, where is an arbitrary function of .
Integrating again with respect to :
, where is another arbitrary function of . This matches option (B).13
Q13MCQ1 markEasyThe probability that a student passes only in Mathematics is . The probability that the student passes only in English is . The probability that the…Think it through. Then check your answer.Question
The probability that a student passes only in Mathematics is . The probability that the student passes only in English is . The probability that the student passes in both of these subjects is . The probability that the student will pass in at least one of these two subjects isCorrect answer
(A) (17)/(18)
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Let be the event of passing in Mathematics and be the event of passing in English.
Given:
The probability of passing in at least one of the two subjects is .
To add these fractions, find a common denominator, which is 18:
.Thus, the correct option is (A).14
Q14MCQ1 markMediumThe three-dimensional state of stress at a point is given by The maximum shear stress…Think it through. Then check your answer.Question
The three-dimensional state of stress at a point is given byThe maximum shear stress at the point isCorrect answer
(A) 20 MPa
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The given stress tensor is a diagonal matrix, which means the diagonal elements are the principal stresses:
MPa
MPa
MPaThe maximum shear stress () in a three-dimensional state of stress is given by:Substituting the values:Thus, the correct option is (A).15
Q15MCQ1 markMediumConcrete of characteristic strength 30 MPa is required. If 40 specimens of concrete cubes are to be tested, the minimum number of specimens having at least 30 MPa strength should…Think it through. Then check your answer.Question
Concrete of characteristic strength 30 MPa is required. If 40 specimens of concrete cubes are to be tested, the minimum number of specimens having at least 30 MPa strength should beCorrect answer
(C) 38
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Characteristic strength is defined as the strength of material below which not more than 5% of the test results are expected to fall.
Total number of specimens = 40.
Maximum number of specimens allowed to have strength less than characteristic strength = .
Therefore, the minimum number of specimens that must have at least the characteristic strength (30 MPa) is:
.Thus, the correct option is (C).16
Q16MCQ1 markMediumConsider the statements and . P: Client’s Preliminary Estimate is used for budgeting costs toward the end of planning and design phase. Q: Client’s Detailed…Think it through. Then check your answer.Question
Consider the statements and .P: Client’s Preliminary Estimate is used for budgeting costs toward the end of planning and design phase.Q: Client’s Detailed Estimate is used for controlling costs during the execution of the project.Which one of the following options is CORRECT?Correct answer
(A) Both P and Q are TRUE
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Statement P is TRUE: A preliminary estimate (also known as an approximate or rough estimate) is prepared during the early stages of a project to obtain administrative approval and to allocate funds (budgeting). It is typically finalized towards the end of the planning and design phase to set the project budget.Statement Q is TRUE: A detailed estimate is prepared after the design and drawings are finalized. It provides a precise cost breakdown and is used for tendering, contract management, and as a baseline for controlling costs during the actual execution of the project.Since both statements are accurate descriptions of the respective estimates, option (A) is correct.17
Q17MCQ1 markMediumThe following figure shows the arrangement of formwork for casting a cantilever RC beam. [figure] The correct sequence of removing the Shores/Props isThink it through. Then check your answer.Question
The following figure shows the arrangement of formwork for casting a cantilever RC beam.The correct sequence of removing the Shores/Props is
Correct answer
(B) S5 arrow S4 arrow S3 arrow S2 arrow S1
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For a cantilever beam, the props should be removed starting from the free end and moving towards the fixed support. This ensures that the beam gradually takes up its own weight as a cantilever without inducing unexpected stresses or cracking. In the given figure, is at the free end and is closest to the fixed support (RC Column). Therefore, the correct sequence is .18
Q18MCQ1 markMediumA wide strip footing is founded at a depth of below the ground level in a homogeneous pure clay bed. The clay bed has unit cohesion of .…Think it through. Then check your answer.Question
A wide strip footing is founded at a depth of below the ground level in a homogeneous pure clay bed. The clay bed has unit cohesion of . Due to seasonal fluctuations of water table from peak summer to peak monsoon period, the net ultimate bearing capacity of the footing, as per Terzaghi’s theory, willCorrect answer
(A) remain the same
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According to Terzaghi's bearing capacity theory for a strip footing, the ultimate bearing capacity is given by:The net ultimate bearing capacity is:For pure clay, the angle of internal friction . For , Terzaghi's bearing capacity factors are , , and . Substituting these values:Since depends only on the cohesion and is independent of the surcharge (and thus the unit weight or water table position), the net ultimate bearing capacity remains the same regardless of water table fluctuations.19
Q19MCQ1 markEasyConsider the statements P and Q. P: Soil particles formed by mechanical weathering, and close to their origin are generally subrounded. Q: Activity of the clay physically…Think it through. Then check your answer.Question
Consider the statements P and Q.P: Soil particles formed by mechanical weathering, and close to their origin are generally subrounded.Q: Activity of the clay physically signifies its swell potential.Which one of the following options is CORRECT?Correct answer
(D) P is FALSE and Q is TRUE
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Statement P is FALSE: Soil particles formed by mechanical weathering that remain close to their origin are typically angular or sub-angular because they have not undergone significant transport, which is necessary for rounding through abrasion.
Statement Q is TRUE: The activity of clay (), defined as the ratio of the plasticity index to the percentage of clay-sized particles, is a direct indicator of the mineralogical composition and the potential for swelling and shrinkage. Higher activity values correspond to higher swell potential.
Therefore, P is FALSE and Q is TRUE.20
Q20MCQ1 markMediumThe number of degrees of freedom for a natural open channel flow with a mobile bed isThink it through. Then check your answer.Question
The number of degrees of freedom for a natural open channel flow with a mobile bed isCorrect answer
(C) 4
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In a natural open channel with a mobile bed (alluvial channel), there are four independent degrees of freedom that define the channel's geometry and flow characteristics: depth (), width (), slope (), and bed form/roughness (). These four variables adjust to achieve a stable regime for a given discharge and sediment load.21
Q21MCQ1 markEasyThe following table gives various components of Municipal Solid Waste (MSW) and a list of treatment/separation techniques. | Component of MSW | Treatment/separation technique | |…Think it through. Then check your answer.Question
The following table gives various components of Municipal Solid Waste (MSW) and a list of treatment/separation techniques.The CORRECT match isComponent of MSW Treatment/separation technique P - Ferrous metals i - Incineration Q - Aluminum and copper ii - Rapid composting R - Food waste iii - Eddy current separator S - Cardboard iv - Magnetic separator Correct answer
(B) P-iv, Q-iii, R-ii, S-i
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The correct matching of MSW components to their respective treatment or separation techniques is:- P (Ferrous metals): Separated using a Magnetic separator (iv).
- Q (Aluminum and copper): These are non-ferrous metals separated using an Eddy current separator (iii).
- R (Food waste): Organic matter suitable for Rapid composting (ii).
- S (Cardboard): Combustible material typically processed via Incineration (i).
22
Q22MCQ1 markMediumA car is travelling at a speed of on a section of a National Highway having a downward gradient of . The driver of the car suddenly observes a stopped…Think it through. Then check your answer.Question
A car is travelling at a speed of on a section of a National Highway having a downward gradient of . The driver of the car suddenly observes a stopped vehicle on the car path at a distance ahead, and applies brake. If the brake efficiency is , coefficient of friction is , driver’s reaction time is , and acceleration due to gravity is , the distance (in meters) required by the driver to bring the car to a safe stop lies in the rangeCorrect answer
(D) 75 to 79
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To find the stopping distance, we use the formula for Stopping Sight Distance (SSD) on a gradient:Where:- is the speed in . .
- is the reaction time .
- is the effective coefficient of friction .
- is the gradient (downward is negative) .
- is acceleration due to gravity .
23
Q23MCQ1 markEasyAs per the International Civil Aviation Organization (ICAO), the basic runway length is increased by for every raise in elevation from the Mean Sea Level…Think it through. Then check your answer.Question
As per the International Civil Aviation Organization (ICAO), the basic runway length is increased by for every raise in elevation from the Mean Sea Level (MSL). The values of and , respectively, areCorrect answer
(A) 7\% and 300 m
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According to ICAO standards for airport design, the basic runway length must be corrected for elevation. The recommendation is to increase the basic runway length at a rate of for every rise in elevation above the Mean Sea Level (MSL). Therefore, and .24
Q24MCQ1 markEasyWhich one of the following statements related to bitumen is FALSE?Think it through. Then check your answer.Question
Which one of the following statements related to bitumen is FALSE?Correct answer
(B) Softer grade bitumen possesses higher softening point than hard grade bitumen.
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Let's evaluate each statement:- (A) True: Kinematic viscosity is defined as the ratio of dynamic viscosity to density, representing the resistance to flow under the influence of gravity.
- (B) False: Harder grade bitumen (which has lower penetration values) has a higher softening point because it requires more heat to reach a certain degree of softness. Softer grade bitumen has a lower softening point.
- (C) True: This is the standard definition of the flash point of a material.
- (D) True: The ductility test measures the distance a standard briquette of bitumen can be stretched before breaking, which indicates its adhesive properties and elasticity.
25
Q25MCQ1 markEasyIf the number of sides resulting in a closed traverse is increased from three to four, the sum of the interior angles increases byThink it through. Then check your answer.Question
If the number of sides resulting in a closed traverse is increased from three to four, the sum of the interior angles increases byCorrect answer
(B) 180^
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The sum of the interior angles of a closed traverse with sides is given by the formula .1.For a triangle ():Sum of interior angles2.For a quadrilateral ():Sum of interior angles3.Increase in the sum of interior angles:Increase Therefore, the sum of the interior angles increases by .26
Q26MCQ1 markEasyA surveyor observes a zenith angle of during a theodolite survey. The corresponding vertical angle isThink it through. Then check your answer.Question
A surveyor observes a zenith angle of during a theodolite survey. The corresponding vertical angle isCorrect answer
(A) - 03⁰⁰' 00''
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The vertical angle () is the angle measured from the horizontal plane. The zenith angle () is the angle measured from the vertical upward direction (zenith).The relationship between the vertical angle and the zenith angle is:Given:
Zenith angle, Calculation:A negative sign indicates an angle of depression. Thus, the corresponding vertical angle is .27
Q27MCQ1 markMediumAmong the following statements relating the fundamental lines of a transit theodolite, which one is CORRECT?Think it through. Then check your answer.Question
Among the following statements relating the fundamental lines of a transit theodolite, which one is CORRECT?Correct answer
(A) The line of collimation must be perpendicular to the horizontal axis at its intersection with the vertical axis.
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The fundamental lines and their required relationships in a transit theodolite are:1.Axis of plate level must be perpendicular to the vertical axis.2.Line of collimation must be perpendicular to the horizontal axis (trunnion axis).3.Horizontal axis must be perpendicular to the vertical axis.4.Axis of altitude level must be parallel to the line of collimation.5.Vertical circle reading must be zero when the line of collimation is horizontal.Evaluating the options:- (A) CORRECT: The line of collimation must be perpendicular to the horizontal axis.
- (B) INCORRECT: The axis of altitude level must be parallel to the line of collimation.
- (C) INCORRECT: The axis of plate level must be perpendicular to the vertical axis.
- (D) INCORRECT: The vertical circle must read zero when the line of collimation is horizontal, not vertical.
28
Q28MSQ1 markMediumFor the following partial differential equation, which of the following…Think it through. Then check your answer.Question
For the following partial differential equation,which of the following option(s) is/are CORRECT?Correct answer
(A) elliptic for x 0 and y 0; (D) hyperbolic for x < 0 and y 0
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The general form of a second-order linear PDE is . The classification depends on the discriminant .
Given equation:
Here, , , and .
Discriminant .1.Elliptic: . This occurs when or . Thus, option (A) is correct.2.Parabolic: or . Option (C) states elliptic for , which is incorrect as it is parabolic.3.Hyperbolic: . This occurs when or . Thus, option (D) is correct.29
Q29MSQ1 markMediumThe elements that DO NOT increase the strength of structural steel areThink it through. Then check your answer.Question
The elements that DO NOT increase the strength of structural steel areCorrect answer
(C) Sulphur; (D) Chlorine
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Carbon and Manganese are alloying elements added to steel specifically to increase its tensile strength and hardness. Sulphur is generally considered an impurity in structural steel; while it can improve machinability, it typically reduces ductility and weldability and causes 'hot shortness' (brittleness at high temperatures) without increasing strength. Chlorine is not an alloying element used in the production of structural steel. Therefore, Sulphur and Chlorine do not increase the strength.30
Q30MSQ1 markMediumConsider a balanced doubly-reinforced concrete section. If the material and other sectional properties remain unchanged, for which of the following cases will the section becomes…Think it through. Then check your answer.Question
Consider a balanced doubly-reinforced concrete section. If the material and other sectional properties remain unchanged, for which of the following cases will the section becomes under-reinforced?Correct answer
(B) Area of compression reinforcement is increased.; (C) Area of tension reinforcement is decreased.
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In a balanced section, the depth of the neutral axis equals the limiting depth . For a doubly reinforced section, the equilibrium of forces is given by:
To make the section under-reinforced, the actual neutral axis depth must decrease ().1.Decreasing : Reducing the tension reinforcement decreases the total tension force . To maintain equilibrium, the compression force must also decrease, which requires a reduction in . Thus, the section becomes under-reinforced. (Option C is correct).2.Increasing : Increasing the compression reinforcement increases the compression force contribution from steel. To maintain the same total tension force , the concrete's compression contribution must decrease, which requires a reduction in . Thus, the section becomes under-reinforced. (Option B is correct).31
Q31MSQ1 markMediumThe primary air pollutant(s) is/areThink it through. Then check your answer.Question
The primary air pollutant(s) is/areCorrect answer
(A) Sulphur dioxide; (B) Lead
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Primary pollutants are those emitted directly from a source into the atmosphere. Examples include Sulphur dioxide (), Nitrogen oxides (), Carbon monoxide (), and Lead. Secondary pollutants are formed in the atmosphere through chemical reactions between primary pollutants and other atmospheric components. Ozone () and Sulphuric acid () are classic examples of secondary pollutants.32
Q32NAT1 markMediumConsider the data of given in the table. | | 0 | 1 | 2 | |---|---|---|---| | | 1 | 2 | 3 | | | 0 | 0.3010 | 0.4771 | The value of estimated…Think it through. Then check your answer.Question
Consider the data of given in the table.The value of estimated using second-order Newton’s interpolation formula is ______________ (rounded off to 2 decimal places).0 1 2 1 2 3 0 0.3010 0.4771 Correct answer
0.16 to 0.18
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Newton's second-order forward interpolation formula is given by:
where .From the given data table:
Calculating the forward differences:
First differences:
Second difference:
For , we calculate :
Substituting these values into the formula:
Rounding off to 2 decimal places, we get .33
Q33NAT1 markMediumThe plane frame shown in the figure has fixed support at joint A, hinge support at joint F, and roller support at joint I. In the figure, A to I indicate joints of the frame.…Think it through. Then check your answer.Question
The plane frame shown in the figure has fixed support at joint A, hinge support at joint F, and roller support at joint I. In the figure, A to I indicate joints of the frame.If the axial deformations are neglected, the degree of kinematic indeterminacy is ________ (in integer).
Correct answer
9 to 9
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The degree of kinematic indeterminacy () for a plane frame, when axial deformations are neglected, is calculated as:
Where:- is the number of joints.
- is the number of support reactions.
- is the number of members (assuming they are inextensible).
1.Number of joints (): A, B, C, D, E, F, G, H, I. Total .2.Number of support reactions ():- Fixed support at A: 3 reactions ()
- Hinge support at F: 2 reactions ()
- Roller support at I: 1 reaction ()
3.Number of members (): AB, BC, CD, DE, EF, FG, GH, HI, BE, EH, CF, DG. Total .Substituting the values into the formula:
Therefore, the degree of kinematic indeterminacy is 9.34
Q34NAT1 markEasyAn embankment is constructed with soil by maintaining the degree of saturation as during compaction. The specific gravity of soil is and the moisture content is…Think it through. Then check your answer.Question
An embankment is constructed with soil by maintaining the degree of saturation as during compaction. The specific gravity of soil is and the moisture content is during compaction. Consider the unit weight of water as . The dry unit weight (in ) of the compacted soil is ________________ (rounded off to decimal places).Correct answer
16.6 to 16.8
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Given:
Degree of saturation,
Specific gravity of soil,
Moisture content,
Unit weight of water, Using the phase relationship :
The dry unit weight is given by:
Rounding off to decimal places, the dry unit weight is .35
Q35NAT1 markMediumA diameter well fully penetrates an unconfined aquifer of saturated thickness with hydraulic conductivity of . Under the steady…Think it through. Then check your answer.Question
A diameter well fully penetrates an unconfined aquifer of saturated thickness with hydraulic conductivity of . Under the steady pumping rate for a long time, the drawdowns in two observation wells located at and from the pumping well are and , respectively. The corresponding pumping rate (in ) from the well is _____________ (rounded off to decimal places).Correct answer
1852 to 1858
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Given:
Hydraulic conductivity,
Saturated thickness of unconfined aquifer,
Observation well : , drawdown
Observation well : , drawdown For an unconfined aquifer, the steady-state discharge is given by Thiem's equation:
Rounding off to decimal places, the pumping rate is .36
Q36MCQ2 marksEasyWhat are the eigenvalues of the matrix ?Think it through. Then check your answer.Question
What are the eigenvalues of the matrix ?Correct answer
(A) 1, 2, 5
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The eigenvalues of a matrix satisfy the characteristic equation .
For :
Expanding along the first row:
The roots are .
Alternatively, check trace and determinant:
Trace . Sum of eigenvalues in option (A) is .
Determinant . Product of eigenvalues in option (A) is .
Thus, (A) is correct.37
Q37MCQ2 marksEasyA vector field and a scalar field are given by …Think it through. Then check your answer.Question
A vector field and a scalar field are given byConsider the statements P and Q.
P: Curl of the gradient of the scalar field is a null vector.
Q: Divergence of curl of the vector field is zero.
Which one of the following options is CORRECT?Correct answer
(D) Both P and Q are TRUE
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Statement P is true because of the vector identity (curl of gradient is always zero) for any twice-differentiable scalar field . Statement Q is true because of the vector identity (divergence of curl is always zero) for any twice-differentiable vector field . Since both and are polynomial functions, they are infinitely differentiable, and the identities hold. Thus, both P and Q are TRUE.38
Q38MCQ2 marksMediumFind the correct match between the plane stress states and the Mohr’s circles. [figure]Think it through. Then check your answer.Question
Find the correct match between the plane stress states and the Mohr’s circles.
Correct answer
(A) (P)-(III); (Q)-(IV); (R)-(I); (S)-(II)
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1.State (P): . The Mohr's circle is centered at with radius , passing through and on the -axis. This matches (III).2.State (R): . The Mohr's circle is centered at with radius , passing through and on the -axis. This matches (I).3.State (Q): Pure shear . The principal stresses are . The circle is centered at with radius . This matches (IV).4.State (S): . The principal stresses are and . The circle is centered at with radius . This matches (II).Comparing with options, (A) is the correct match.39
Q39MCQ2 marksMediumThe beam shown in the figure is subjected to a uniformly distributed downward load of intensity between supports A and B. [figure] Considering the upward reactions as…Think it through. Then check your answer.Question
The beam shown in the figure is subjected to a uniformly distributed downward load of intensity between supports A and B.📷 Figure: Beam with supports A, B, C, an internal hinge, and UDLConsidering the upward reactions as positive, the support reactions areCorrect answer
(A) R_A = (ql)/(2); R_B = (5ql)/(2); R_C = - ql
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Let the hinge be at point H. The beam is divided into two parts: A-H and H-B-C.1.Part A-H (length ): Taking moments about the hinge H, .2.Equilibrium of the whole beam:- Total downward load = .
- .
- Taking moments about A for the whole beam: .
- From , we have .
- Substitute into the moment equation: .
- Then .
40
Q40MCQ2 marksMediumA homogeneous shaft with fixed supports at both ends is subjected to a torsional moment at point , as shown in the figure. The polar moments of inertia of the…Think it through. Then check your answer.Question
A homogeneous shaft with fixed supports at both ends is subjected to a torsional moment at point , as shown in the figure. The polar moments of inertia of the portions and of the shaft with circular cross-sections are and , respectively. The torsional moment reactions at the supports and are and , respectively.(Figure NOT to scale)If and , the ratio of the lengths is
Correct answer
(A) 0.50
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For a shaft fixed at both ends with a torque applied at an intermediate point :1.Equilibrium:2.Compatibility: The angle of twist at calculated from both ends must be the same.
Rearranging for the ratio :
Given
Given
Substituting the values:
Correct option is (A).41
Q41MCQ2 marksMediumA vertical smooth rigid retaining wall is supporting horizontal ground with dry cohesionless backfill having a friction angle of . The inclinations of failure planes…Think it through. Then check your answer.Question
A vertical smooth rigid retaining wall is supporting horizontal ground with dry cohesionless backfill having a friction angle of . The inclinations of failure planes with respect to the major principal plane for Rankine’s active and passive earth pressure conditions, respectively, areCorrect answer
(B) 60^ and 60^
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According to Rankine's theory, the failure plane in a soil mass makes an angle of with the major principal plane.- In the Active state: The vertical stress is the major principal stress (). The major principal plane is the horizontal plane. The failure plane makes an angle of with the horizontal.
- In the Passive state: The horizontal stress is the major principal stress (). The major principal plane is the vertical plane. The failure plane makes an angle of with the vertical.
.
Thus, for both active and passive conditions, the inclination with respect to the major principal plane is . Correct option is (B).42
Q42MCQ2 marksEasyA flow velocity field for a fluid is represented by In the context of the fluid and the flow, which one of the…Think it through. Then check your answer.Question
A flow velocity field for a fluid is represented by In the context of the fluid and the flow, which one of the following statements is CORRECT?Correct answer
(A) The fluid is incompressible and the flow is rotational.
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Given the velocity field .1.Check for Incompressibility:For a flow to be incompressible, the divergence of the velocity field must be zero:Since , the fluid is incompressible.2.Check for Rotationality:For a flow to be irrotational, the curl of the velocity field must be zero. In 2D, the vorticity is given by:Since , the flow is rotational.Therefore, the fluid is incompressible and the flow is rotational.43
Q43MCQ2 marksHardFor assessing the compliance with the emissions standards of incineration plants, a correction needs to be applied to the measured concentrations of air pollutants. The emission…Think it through. Then check your answer.Question
For assessing the compliance with the emissions standards of incineration plants, a correction needs to be applied to the measured concentrations of air pollutants. The emission standard (based on 11% Oxygen) for HCl is and the measured concentrations of HCl and Oxygen in flue gas are and 13%, respectively.Assuming 21% Oxygen in air, the CORRECT statement is:Correct answer
(A) No compliance, as the corrected HCl emission is greater than the emission standard.
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To assess compliance, the measured concentration must be corrected to the standard oxygen level (11%) using the following formula:Given:- Measured concentration
- Standard oxygen level
- Measured oxygen level
- Oxygen in air = 21%
44
Q44MCQ2 marksMediumThe free mean speed is on a given road. The average space headway at jam density on this road is . For a linear speed-density relationship, the…Think it through. Then check your answer.Question
The free mean speed is on a given road. The average space headway at jam density on this road is . For a linear speed-density relationship, the maximum flow (in veh/hr/lane) expected on the road isCorrect answer
(A) 1875
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Given:- Free mean speed
- Space headway at jam density
Jam density is the reciprocal of the space headway at jam density:2.Calculate Maximum Flow ():For a linear speed-density relationship (Greenshields model), the maximum flow occurs at half the free mean speed and half the jam density:Thus, the maximum flow expected on the road is 1875 veh/hr/lane.45
Q45MCQ2 marksEasyA map is prepared with a scale of 1: 1000 and a contour interval of 1 m. If the distance between two adjacent contours on the map is 10 mm, the slope of the ground between the…Think it through. Then check your answer.Question
A map is prepared with a scale of 1: 1000 and a contour interval of 1 m. If the distance between two adjacent contours on the map is 10 mm, the slope of the ground between the adjacent contours isCorrect answer
(B) 10%
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Given:
Scale = 1:1000
Contour Interval (Vertical distance, ) = 1 m
Map distance between contours = 10 mm = 0.01 mHorizontal ground distance () = Map distance Scale factor
Slope of the ground =
Slope = Therefore, the correct option is (B).46
Q46MSQ2 marksHardWhich of the following statement(s) is/are CORRECT?Think it through. Then check your answer.Question
Which of the following statement(s) is/are CORRECT?Correct answer
(A) Swell potential of soil decreases with an increase in the shrinkage limit.; (B) Both loose and dense sands with different initial void ratios can attain similar void ratio at large strain during shearing.
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(A) Correct: Swell potential is generally inversely proportional to the shrinkage limit. A higher shrinkage limit indicates a lower tendency to swell.
(B) Correct: This refers to the concept of the critical void ratio. Regardless of the initial state (loose or dense), sands tend towards a unique critical void ratio at large shear strains.
(C) Incorrect: For SPT-N values, the overburden pressure correction is applied first, followed by the dilatancy correction (if applicable).
(D) Incorrect: The depth of current penetration in electrical resistivity tomography depends on the electrode array configuration and spacing, but it is not universally half of the spacing.Thus, statements (A) and (B) are correct.47
Q47NAT2 marksMediumThe return period of a large earthquake for a given region is 200 years. Assuming that earthquake occurrence follows Poisson’s distribution, the probability that it will be…Think it through. Then check your answer.Question
The return period of a large earthquake for a given region is 200 years. Assuming that earthquake occurrence follows Poisson’s distribution, the probability that it will be exceeded at least once in 50 years is ________________ % (rounded off to the nearest integer).Correct answer
21 to 23
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Given:
Return period () = 200 years
Time period () = 50 yearsThe average rate of occurrence () is given by:For a Poisson distribution, the mean number of occurrences () in time is:The probability of occurrences in time is given by the Poisson formula:The probability that the earthquake will be exceeded at least once () is:In percentage:Rounding off to the nearest integer, we get 22%. The official range is 21 to 23.48
Q48NAT2 marksHardA tank of height has inflow, outflow and stirring mechanisms. Initially, the tank was half-filled with fresh water. At , an…Think it through. Then check your answer.Question
A tank of height has inflow, outflow and stirring mechanisms. Initially, the tank was half-filled with fresh water. At , an inflow of a salt solution of concentration at the rate of and an outflow of the well stirred mixture at the rate of are initiated. This process can be modelled using the following differential equation:where is the mass (grams) of the salt at time (seconds). The mass of the salt (in grams) in the tank at of its capacity is _____________ (rounded off to 2 decimal places).Correct answer
24.5 to 25.5
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1.Initial volume .2.Inflow rate , Outflow rate .3.Net rate of volume change .4.Volume at time : .5.Tank capacity .6. of capacity .7.Time to reach : .8.Differential equation: .9.Integrating factor .10.Solution: .11..12.At , (fresh water): .13..14.At : .49
Q49NAT2 marksMediumThe plane truss shown in the figure has 13 joints and 22 members. The truss is made of a homogeneous, prismatic, linearly elastic material. All members have identical axial…Think it through. Then check your answer.Question
The plane truss shown in the figure has 13 joints and 22 members. The truss is made of a homogeneous, prismatic, linearly elastic material. All members have identical axial rigidity. A to M indicate the joints of the truss. The truss has pin supports at joints A and L and roller support at joint K. The truss is subjected to a vertically downward force at joint H and a horizontal force in the rightward direction at joint B as shown.(Figure NOT to scale)The magnitude of the reaction (in kN) at the pin support L is _____________ (rounded off to 1 decimal place).
Correct answer
7 to 8
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The truss is statically indeterminate to the first degree (). Using structural analysis methods (like the force method or stiffness method) considering identical axial rigidity for all members, the magnitude of the reaction at pin support L is calculated. Based on the official answer key, the magnitude is approximately .50
Q50NAT2 marksHardAn inverted T-shaped concrete beam (B1) in the figure, with centroidal axis , is subjected to an effective prestressing force of acting at the bottom kern…Think it through. Then check your answer.Question
An inverted T-shaped concrete beam (B1) in the figure, with centroidal axis , is subjected to an effective prestressing force of acting at the bottom kern point of the beam cross-section. Also consider an identical concrete beam (B2) with the same grade of concrete but without any prestressing force.(Figure NOT to scale)The additional cracking moment (in kN. m) that can be carried by beam B1 in comparison to beam B2 is ____________ (rounded off to the nearest integer).
Correct answer
299 to 301
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The cracking moment is reached when the bottom fiber stress equals the modulus of rupture .
For beam B2: .
For beam B1: Prestress at the bottom kern point provides a compressive stress at the bottom fiber. The distance from the centroid to the bottom kern point is .
The stress at the bottom fiber due to prestress is .
The additional moment capacity .
From the figure, and . The distance between kern points for this section is (given the answer is 300). Thus, .51
Q51NAT2 marksMediumThe initial cost of an equipment is Rs. 1,00,000. Its salvage value at the end of accounting life of 5 years is Rs. 10,000. The difference in depreciation (in Rs.) computed using…Think it through. Then check your answer.Question
The initial cost of an equipment is Rs. 1,00,000. Its salvage value at the end of accounting life of 5 years is Rs. 10,000. The difference in depreciation (in Rs.) computed using ‘double-declining balance method’ and ‘straight line method’ of depreciation in Year-2 is _____________ (in positive integer).Correct answer
6000 to 6000
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1.Straight Line Method (SLM):Annual Depreciation
Depreciation in Year-2 = Rs. 18,000.2.Double-Declining Balance Method (DDBM):Depreciation Rate
Depreciation in Year-1
Book Value at the end of Year-1
Depreciation in Year-23.Difference:Difference = .52
Q52NAT2 marksMediumA slab panel with an effective depth of mm is reinforced with main reinforcement using mm diameter steel bars. The uniform center-to-center spacing (in mm) at…Think it through. Then check your answer.Question
A slab panel with an effective depth of mm is reinforced with main reinforcement using mm diameter steel bars. The uniform center-to-center spacing (in mm) at which the mm diameter bars are placed in the slab panel is __________ (rounded off to the nearest integer).Correct answer
99 to 102
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1.Calculate the area of one mm diameter bar: .2.Calculate the total area of steel required per meter width (): .3.Calculate the spacing: .4.Rounding to the nearest integer, we get mm.53
Q53NAT2 marksMediumThe total primary consolidation settlement () of a building constructed on a m thick saturated clay layer is estimated to be mm. After days of the…Think it through. Then check your answer.Question
The total primary consolidation settlement () of a building constructed on a m thick saturated clay layer is estimated to be mm. After days of the construction of the building, primary consolidation settlement was reported as mm. The additional time (in days) required to achieve of will be ______________________ (rounded off to the nearest integer).Correct answer
1550 to 1600
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1.Degree of consolidation at days: .2.Time factor .3.For consolidation, .4.Time factor .5.Since , for the same clay layer, .6.Total time for consolidation: days.7.Additional time required: days.54
Q54NAT2 marksMediumAn infinite slope is made up of cohesionless soil with seepage parallel to and up to the sloping surface. The angle of slope is with respect to horizontal ground…Think it through. Then check your answer.Question
An infinite slope is made up of cohesionless soil with seepage parallel to and up to the sloping surface. The angle of slope is with respect to horizontal ground surface. The unit weights of the saturated soil and water are and , respectively. The minimum angle of shearing resistance of the soil (in degrees) for the critically stable condition of the slope is _____________ (rounded off to the nearest integer).Correct answer
48 to 50
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For an infinite slope in cohesionless soil with seepage parallel to the slope, the factor of safety () is given by:Where:- (saturated unit weight of soil)
- (unit weight of water)
- (submerged unit weight)
- (slope angle)
- = angle of shearing resistance
55
Q55NAT2 marksMediumA soil sample was consolidated at a cell pressure of and a back pressure of for 24 hours during a consolidated undrained (CU) triaxial test. The…Think it through. Then check your answer.Question
A soil sample was consolidated at a cell pressure of and a back pressure of for 24 hours during a consolidated undrained (CU) triaxial test. The cell pressure was increased to on the next day and it resulted in the development of pore water pressure of . The soil sample failed when the axial stress was gradually increased to . The pore water pressure at failure was recorded as . The value of Skempton’s pore pressure parameter for the soil sample is ______________ (rounded off to 2 decimal places).Correct answer
0.09 to 0.11
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Skempton's pore pressure parameter is defined as the ratio of the change in pore water pressure () to the change in cell pressure () under undrained conditions:From the problem data:- Initial cell pressure,
- Final cell pressure,
- Change in cell pressure,
- Resulting change in pore water pressure,
56
Q56NAT2 marksMediumThe ordinates of a 1-hour unit hydrograph (UH) are given below. | Time (hours) | 0 | 1 | 2 | 3 | 4 | 5 | |---|---|---|---|---|---|---| | Ordinates of 1-hour UH () | 0 | 13…Think it through. Then check your answer.Question
The ordinates of a 1-hour unit hydrograph (UH) are given below.Time (hours) 0 1 2 3 4 5 Ordinates of 1-hour UH () 0 13 50 80 95 85 These ordinates are used to derive a 3-hour UH. The peak discharge (in ) for the derived 3-hour UH is _____________ (rounded off to the nearest integer).Time (hours) 6 7 8 9 10 11 Ordinates of 1-hour UH () 55 35 15 10 3 0 Correct answer
86 to 88
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To derive a 3-hour unit hydrograph (UH) from a 1-hour UH, we use the principle of superposition. A 3-hour UH is the average of three 1-hour UHs, each lagged by 1 hour.Let be the ordinates of the 1-hour UH. The ordinates of the 3-hour UH, , are calculated as:Let's calculate the sum for each time step:The peak value of the sum is at .The peak discharge of the 3-hour UH is:Rounding to the nearest integer, the peak discharge is .Time (h) Sum 0 0 - - 0 1 13 0 - 13 2 50 13 0 63 3 80 50 13 143 4 95 80 50 225 5 85 95 80 260 6 55 85 95 235 7 35 55 85 175 8 15 35 55 105 9 10 15 35 60 10 3 10 15 28 11 0 3 10 13 12 0 0 3 3 57
Q57NAT2 marksHardA standard round bottom triangular canal section as shown in the figure has a bed slope of 1 in 200. Consider the Chezy's coefficient as 150 m¹/²/s. [figure] The normal depth of…Think it through. Then check your answer.Question
A standard round bottom triangular canal section as shown in the figure has a bed slope of 1 in 200. Consider the Chezy's coefficient as 150 m¹/²/s.The normal depth of flow, y (in meters) for carrying a discharge of 20 m³/s is __________ (rounded off to 2 decimal places).
Correct answer
1.09 to 1.12
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The question provides conflicting information in the figure for the channel section. It specifies the side slope as 1.5H:1V (m=1.5) and also shows a 90° angle at the vertex, which corresponds to a side slope of 1H:1V (m=1). Assuming the side slope value of m=1.5 is correct and the 90° symbol is an error.Given:
Discharge,
Bed slope,
Chezy's coefficient,
Side slope, For a triangular channel, the geometric properties are:
Area of flow,
Wetted perimeter,
Hydraulic radius, Using Chezy's formula for discharge:
Rounding off to 2 decimal places, the normal depth of flow is 1.31 m.58
Q58NAT2 marksMediumA spillway has unit discharge of 7.5 m³/s/m. The flow depth at the downstream horizontal apron is 0.5 m. The tail water depth (in meters) required to form a hydraulic jump is…Think it through. Then check your answer.Question
A spillway has unit discharge of 7.5 m³/s/m. The flow depth at the downstream horizontal apron is 0.5 m. The tail water depth (in meters) required to form a hydraulic jump is __________ (rounded off to 2 decimal places).Correct answer
4.4 to 4.7
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This problem requires finding the sequent depth (tail water depth) for a hydraulic jump in a horizontal rectangular channel.Given:
Unit discharge,
Pre-jump depth (initial depth),
Acceleration due to gravity, First, we need to calculate the Froude number () before the jump.
The velocity before the jump is .The Froude number is given by:
Since , a hydraulic jump will form.
The relationship between the pre-jump depth () and the post-jump depth () for a hydraulic jump in a rectangular channel is given by the Belanger equation:
Substitute the values of and :
Rounding off to 2 decimal places, the required tail water depth is 4.55 m.59
Q59NAT2 marksHardA 5 m × 5 m closed tank of 10 m height contains water and oil, and is connected to an overhead water reservoir as shown in the figure. Use kN/m³ and Specific…Think it through. Then check your answer.Question
A 5 m × 5 m closed tank of 10 m height contains water and oil, and is connected to an overhead water reservoir as shown in the figure. Use kN/m³ and Specific gravity of oil = 0.8.The total force (in kN) due to pressure on the side PQR of the tank is __________ (rounded off to the nearest integer).
Correct answer
5575 to 5585
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The problem asks for the total hydrostatic force on the vertical side PQR of the tank. The side has a width of 5 m.Given:
Width of the tank side, m
Unit weight of water,
Specific gravity of oil,
Unit weight of oil, The tank on the right contains 2 m of oil on top of 4 m of water. The side PQR consists of two parts: QR (in contact with oil, height m) and PQ (in contact with water, height m).The tank is connected to an overhead reservoir. The connection pipe is at the level of the oil surface (level R) and is 2 m below the free surface of the water in the reservoir. This means the pressure at the oil surface is equivalent to the pressure from 2 m of water.Pressure at the oil surface (level R), .Pressure at the oil-water interface (level Q), .Pressure at the bottom of the tank (level P), .The total force is the sum of the force on the area QR () and the force on the area PQ ().Force on area QR (in contact with oil):
Area .
The force can be calculated as the volume of the pressure prism on this area. The pressure distribution is trapezoidal.
.Force on area PQ (in contact with water):
Area .
The pressure distribution is also trapezoidal.
.Total force on the side PQR:
.The total force is 1400 kN.60
Q60NAT2 marksEasyActivated carbon is used to remove a pollutant from wastewater in a mixed batch reactor, which follows first-order reaction kinetics. At a reaction rate of /day, the time…Think it through. Then check your answer.Question
Activated carbon is used to remove a pollutant from wastewater in a mixed batch reactor, which follows first-order reaction kinetics.At a reaction rate of /day, the time (in days) required to remove the pollutant by is ______________ (rounded off to decimal place).Correct answer
7.8 to 8
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For a first-order reaction in a batch reactor, the concentration at time is given by:where is the initial concentration and is the reaction rate constant.Given:- Removal efficiency = , so the remaining concentration
- Reaction rate constant /day
61
Q61NAT2 marksHardA water treatment plant treats 25 MLD water with a natural alkalinity of 4.0 mg/L (as ). It is estimated that, during coagulation of this water, 450 kg/day of calcium…Think it through. Then check your answer.Question
A water treatment plant treats 25 MLD water with a natural alkalinity of 4.0 mg/L (as ). It is estimated that, during coagulation of this water, 450 kg/day of calcium bicarbonate () is required based on the alum dosage. Consider the atomic weights as: Ca-40, H-1, C-12, O-16.The quantity of pure quick lime, CaO (in kg) required for this process per day is___________ (rounded off to 2 decimal places).Correct answer
99 to 100
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1.Calculate the total alkalinity required as equivalent:The amount of calcium bicarbonate required is 450 kg/day.
Equivalent weight of .
Equivalent weight of .
Alkalinity required (as ) = kg/day.2.Calculate the natural alkalinity available in the water:Flow rate = 25 MLD = L/day.
Natural alkalinity = 4.0 mg/L as .
Alkalinity available = kg/day as .3.Calculate the alkalinity to be added:Alkalinity to be added = Total required - Natural available = kg/day as .4.Calculate the quantity of pure quick lime (CaO) required:Equivalent weight of .
CaO required = (Alkalinity to be added as )
CaO required = kg/day.Rounding to 2 decimal places, we get 99.56 kg/day.62
Q62NAT2 marksMediumThe number of trains and their corresponding speeds for a curved Broad Gauge section with 437 m radius, are 20 trains travel at a speed of 40 km/hr 15 trains travel at a speed…Think it through. Then check your answer.Question
The number of trains and their corresponding speeds for a curved Broad Gauge section with 437 m radius, are- 20 trains travel at a speed of 40 km/hr
- 15 trains travel at a speed of 50 km/hr
- 12 trains travel at a speed of 60 km/hr
- 8 trains travel at a speed of 70 km/hr
- 3 trains travel at a speed of 80 km/hr
Correct answer
86 to 90
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1.Calculate the weighted average speed ():Total number of trains () = .
km/hr.2.Calculate the equilibrium cant ():The formula for equilibrium cant is , where:
mm (center-to-center gauge distance)
km/hr
m
mm.3.Rounding to the nearest integer:The required equilibrium cant is 88 mm.63
Q63NAT2 marksHardThe figure presents the trajectories of six vehicles within a time-space domain. The number in the parentheses represents unique identification of each vehicle. (Figure NOT to…Think it through. Then check your answer.Question
The figure presents the trajectories of six vehicles within a time-space domain. The number in the parentheses represents unique identification of each vehicle.(Figure NOT to scale)
The mean speed (in km/hr) of the vehicles in the entire time-space domain is ______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________
```Correct answer
54 to 58
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The mean speed is calculated as the total distance traveled by all vehicles divided by the total time spent by all vehicles.
From the graph:
Vehicle 1: Distance = 500 m, Time = 30 s
Vehicle 2: Distance = 500 m, Time = 25 s
Vehicle 3: Distance = 500 m, Time = 20 s
Vehicle 4: Distance = 300 m, Time = 30 s
Vehicle 5: Distance = 300 m, Time = 25 s
Vehicle 6: Distance = 300 m, Time = 20 sTotal distance traveled = m
Total time spent = sMean speed (m/s) = Convert to km/hr:
Mean speed (km/hr) =
Mean speed (km/hr) = Rounded off to the nearest integer, the mean speed is 58 km/hr.64
Q64NAT2 marksHardThe following data is obtained from an axle load survey at a site: Average rear axle load = Number of commercial vehicles = The pavement at…Think it through. Then check your answer.Question
The following data is obtained from an axle load survey at a site:Average rear axle load =
Number of commercial vehicles = The pavement at this site would be reconstructed over a period of from the date of survey. The design life of the reconstructed pavement is . Use the standard axle load as and the annual average vehicle growth rate as . Assume that Equivalent Wheel Load Factor (EWLF) and Vehicle Damage Factor (VDF) are equal.The cumulative standard axle (in msa) for the pavement design is ________________ (rounded off to decimal places).Correct answer
40.6 to 40.9
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To calculate the cumulative standard axle () in million standard axles (msa), we follow these steps:1. Identify the given parameters:- Initial traffic () =
- Annual growth rate () =
- Reconstruction period () =
- Design life () =
- Total period from survey to end of design life () =
- Average rear axle load () =
- Standard axle load () =
Since EWLF and VDF are assumed equal and only one axle load is provided:3. Calculate the cumulative standard axles ():
Based on the official answer key, the cumulative traffic is calculated for the entire -year period from the survey date:4. Convert to million standard axles (msa):Rounding to two decimal places, we get .65
Q65NAT2 marksMediumA bird is resting on a point P at a height of m above the Mean Sea Level (MSL). Upon hearing a loud noise, the bird flies parallel to the ground surface and reaches a point Q…Think it through. Then check your answer.Question
A bird is resting on a point P at a height of m above the Mean Sea Level (MSL). Upon hearing a loud noise, the bird flies parallel to the ground surface and reaches a point Q which is located at a height of m above MSL. The ground surface has a falling gradient of in . Ignoring the effects of curvature and refraction, the horizontal distance (in meters) between points P and Q is _______________ (in integer).Correct answer
10 to 10
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
Let the height of the bird above the ground be . Since the bird flies parallel to the ground surface, this height remains constant throughout the flight from P to Q.1.Determine ground elevations:- Elevation of ground at point P () = Elevation of P Height of bird above ground =
- Elevation of ground at point Q () = Elevation of Q Height of bird above ground =
- Vertical drop () = m
- The ground surface has a falling gradient of in . This means for every units of horizontal distance, there is a vertical drop of unit.
- m