The PYQ practice room
GATE CE 2022 Set 2
All 65 solved GATE CE 2022 Set 2 questions in exam order. Open a question, commit to an answer, and learn from the step-by-step solution. One question at a time.
Go beyond PYQs with Success TrackerAI-powered personalised practice and doubt support. Unlimited practice on eligible plans; AI usage limits apply.Questions
65
Paper marks
100
Question formats
3
MCQ · NAT · MSQ
Revision mode
Self-paced
No timer. Focus on understanding.
Explore the questions
General Aptitude (GA)
101
Q1MCQ1 markEasyThe movie was funny and I _________.Think it through. Then check your answer.Question
The movie was funny and I _________.Correct answer
(C) couldn’t help laughing
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
The phrase "can't help doing something" is a common English idiom used to express that someone is unable to stop themselves from doing something. In the past tense, this becomes "couldn't help laughing".- Option (A) is incorrect because it lacks the negative "not", which changes the meaning entirely.
- Options (B) and (D) are grammatically incorrect because the verb following "help" in this specific idiomatic structure must be in the gerund form (-ing), not the past participle form (-ed).
2
Q2MCQ1 markEasy. What is the value of ?Think it through. Then check your answer.Question
. What is the value of ?Correct answer
(B) 1.25
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
Given the ratio:To simplify the ratio, multiply each term by the Least Common Multiple (LCM) of the denominators (2, 3, and 4), which is 12:Let , , and for some constant .
Now, substitute these values into the required expression:3
Q3MCQ1 markEasyBoth the numerator and the denominator of are increased by a positive integer, , and those of are decreased by the same integer. This operation…Think it through. Then check your answer.Question
Both the numerator and the denominator of are increased by a positive integer, , and those of are decreased by the same integer. This operation results in the same value for both the fractions.What is the value of ?Correct answer
(C) 3
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
According to the problem statement, we can set up the following equation:Cross-multiplying the terms:Expanding both sides:Simplifying by cancelling from both sides:Rearranging the terms to solve for :4
Q4MCQ1 markEasyA survey of 450 students about their subjects of interest resulted in the following outcome. 150 students are interested in Mathematics. 200 students are interested in…Think it through. Then check your answer.Question
A survey of 450 students about their subjects of interest resulted in the following outcome.- 150 students are interested in Mathematics.
- 200 students are interested in Physics.
- 175 students are interested in Chemistry.
- 50 students are interested in Mathematics and Physics.
- 60 students are interested in Physics and Chemistry.
- 40 students are interested in Mathematics and Chemistry.
- 30 students are interested in Mathematics, Physics and Chemistry.
- Remaining students are interested in Humanities.
Correct answer
(D) 45
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
To find the number of students interested in Humanities, we first find the total number of students interested in at least one of the three subjects (Mathematics, Physics, Chemistry) using the Principle of Inclusion-Exclusion for three sets:Let , , and be the sets of students interested in Mathematics, Physics, and Chemistry respectively.
Given:
Substituting the values:
The total number of students surveyed is 450. The remaining students are interested in Humanities:
Number of students in Humanities = Total students -
Number of students in Humanities = .Therefore, the correct option is (D).5
Q5MCQ1 markEasy[figure] For the picture shown above, which one of the following is the correct picture representing reflection with respect to the mirror shown as the dotted line?Think it through. Then check your answer.Question
For the picture shown above, which one of the following is the correct picture representing reflection with respect to the mirror shown as the dotted line?
Correct answer
(A) [figure]
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
A reflection across a vertical mirror swaps the left and right sides of the object.1.The small hexagon, which is to the right of the large hexagon in the original image, must appear to the left of the large hexagon in the reflected image.2.The shading within each hexagon must also be mirrored. In the original, the shaded segments are on the left side of the hexagons. In the reflection, these shaded segments must appear on the right side of the hexagons.Comparing the options:- Option (A) correctly places the small hexagon on the left and mirrors the shading of both hexagons.
- Option (B) has incorrect shading.
- Option (C) does not mirror the internal shading correctly.
- Option (D) shows a vertical flip instead of a horizontal reflection.
6
Q6MCQ2 marksEasyIn the last few years, several new shopping malls were opened in the city. The total number of visitors in the malls is impressive. However, the total revenue generated through…Think it through. Then check your answer.Question
In the last few years, several new shopping malls were opened in the city. The total number of visitors in the malls is impressive. However, the total revenue generated through sales in the shops in these malls is generally low.Which one of the following is the CORRECT logical inference based on the information in the above passage?Correct answer
(B) More people are visiting the malls but not spending enough
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
The passage provides two key pieces of information:1.The total number of visitors is "impressive," which implies a high or large number of people are visiting the malls.2.The total revenue from sales is "generally low," which implies that despite the high footfall, the amount of money spent by these visitors is not high.Combining these, the logical inference is that while many people visit the malls, they are not spending a significant amount of money.- Option (A) contradicts the "impressive" number of visitors.
- Option (B) correctly captures both points: high visitor count ("More people") and low sales ("not spending enough").
- Option (C) contradicts the "low revenue" statement.
- Option (D) contradicts the "impressive" number of visitors.
7
Q7MCQ2 marksMediumIn a partnership business the monthly investment by three friends for the first six months is in the ratio 3: 4: 5. After six months, they had to increase their monthly…Think it through. Then check your answer.Question
In a partnership business the monthly investment by three friends for the first six months is in the ratio 3: 4: 5. After six months, they had to increase their monthly investments by 10%, 15% and 20%, respectively, of their initial monthly investment. The new investment ratio was kept constant for the next six months. What is the ratio of their shares in the total profit (in the same order) at the end of the year such that the share is proportional to their individual total investment over the year?Correct answer
(D) 63: 86: 110
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
Let the initial monthly investments of the three friends be and respectively.For the first 6 months:
Total investment by Friend 1 =
Total investment by Friend 2 =
Total investment by Friend 3 = After 6 months, the monthly investments are increased:
New monthly investment of Friend 1 =
New monthly investment of Friend 2 =
New monthly investment of Friend 3 = For the next 6 months:
Total investment by Friend 1 =
Total investment by Friend 2 =
Total investment by Friend 3 = Total investment over the year:
Friend 1:
Friend 2:
Friend 3: Ratio of their shares (proportional to total investment):
Ratio =
Ratio =
Dividing by 6:
Ratio = Therefore, the correct option is (D).8
Q8MCQ2 marksEasyConsider the following equations of straight lines: Line L1: Line L2: Line L3: Line L4: Which one among the following is…Think it through. Then check your answer.Question
Consider the following equations of straight lines: Line L1:
Line L2:
Line L3:
Line L4: Which one among the following is the correct statement?Correct answer
(D) L4 is perpendicular to L2 and L4 is parallel to L3
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
The slope of a line given by is .Slopes of the given lines:
Line L1:
Line L2:
Line L3:
Line L4: Parallelism: Lines are parallel if they have the same slope.
Here, . Thus, L1, L3, and L4 are parallel to each other.Perpendicularity: Lines are perpendicular if the product of their slopes is .
. Thus, L2 is perpendicular to L1.
Since L1, L3, and L4 are parallel, L2 is also perpendicular to L3 and L4.Evaluating the options:
(A) L1 is parallel to L2 (False, ).
(B) L2 is parallel to L4 (False, ).
(C) L3 is perpendicular to L4 (False, ).
(D) L4 is perpendicular to L2 (True, ) and L4 is parallel to L3 (True, ).Therefore, the correct option is (D).9
Q9MCQ2 marksEasyGiven below are two statements and four conclusions drawn based on the statements. Statement 1: Some soaps are clean. Statement 2: All clean objects are wet. Conclusion I: Some…Think it through. Then check your answer.Question
Given below are two statements and four conclusions drawn based on the statements. Statement 1: Some soaps are clean.
Statement 2: All clean objects are wet. Conclusion I: Some clean objects are soaps.
Conclusion II: No clean object is a soap.
Conclusion III: Some wet objects are soaps.
Conclusion IV: All wet objects are soaps. Which one of the following options can be logically inferred?Correct answer
(D) Only conclusion I and conclusion III are correct
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
Let's analyze the statements using Venn diagrams or logical deduction:Statement 1: Some soaps are clean. (Intersection between Soaps and Clean objects exists).
Statement 2: All clean objects are wet. (The set of Clean objects is a subset of the set of Wet objects).Evaluating Conclusions:- Conclusion I: Some clean objects are soaps.
- Conclusion II: No clean object is a soap.
- Conclusion III: Some wet objects are soaps.
- Conclusion IV: All wet objects are soaps.
10
Q10MCQ2 marksMediumAn ant walks in a straight line on a plane leaving behind a trace of its movement. The initial position of the ant is at point P facing east. The ant first turns …Think it through. Then check your answer.Question
An ant walks in a straight line on a plane leaving behind a trace of its movement. The initial position of the ant is at point P facing east.The ant first turns anticlockwise at P, and then does the following two steps in sequence exactly FIVE times before halting.1.moves forward for 10 cm.2.turns clockwise.The pattern made by the trace left behind by the ant is
Correct answer
(C) [figure] SQ = QT = TR = RP = PS = 10 cm
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
1.Initial State: The ant is at point P, facing East ().2.First Turn: It turns anticlockwise. Its new heading is (North of East).3.Iterative Movement: It repeats the following sequence 5 times:- Move forward 10 cm.
- Turn clockwise.
5.Calculation: Here, the turning angle is . We can find by setting , which gives .6.Conclusion: A star polygon is a regular 5-pointed star (pentagram). The total angle turned is , which completes two full rotations (), closing the figure. Option (C) correctly represents this 5-pointed star pattern with 5 segments of 10 cm each.
Civil Engineering
5511
Q11MCQ1 markMediumThe function satisfies the Laplace equation on a circular domain of radius with its center at point with coordinates .…Think it through. Then check your answer.Question
The function satisfies the Laplace equationon a circular domain of radius with its center at point with coordinates . The value of this function on the circular boundary of this domain is equal to 3.The numerical value of is:Correct answer
(C) 3
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
According to the Mean Value Property of harmonic functions (solutions to the Laplace equation), the value of a harmonic function at the center of a disk is equal to the average value of the function on the boundary of that disk. Since the function is constant at 3 on the circular boundary of radius , its average value is 3. Therefore, .12
Q12MCQ1 markEasyis equal toThink it through. Then check your answer.Question
is equal to- A.
- B.
- C.
- D.
Answer checking is unavailable for this question. You can review the published solution without a score.
Correct answer
(MTA)
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
The series is the Taylor series expansion for for . The question asks for the integral:Using integration by parts, let and . Then and .None of the provided options match this result. However, if we assume the question intended to ask for the derivative of the series, then:This matches option (A). Given the options provided in this version of the paper, (A) is the most likely intended answer despite the typographical error in the operator (integral sign instead of derivative).- A.
13
Q13MCQ1 markEasyFor a linear elastic and isotropic material, the correct relationship among Young’s modulus of elasticity (), Poisson’s ratio (), and shear modulus () isThink it through. Then check your answer.Question
For a linear elastic and isotropic material, the correct relationship among Young’s modulus of elasticity (), Poisson’s ratio (), and shear modulus () isCorrect answer
(A) G = (E)/(2(1 +))
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
For a linear elastic and isotropic material, the relationship between the elastic constants Young's modulus (), shear modulus (), and Poisson's ratio () is given by the formula:Rearranging this equation to solve for :Therefore, option (A) is the correct relationship.14
Q14MCQ1 markEasyRead the following statements relating to flexure of reinforced concrete beams: I. In over-reinforced sections, the failure strain in concrete reaches earlier than the yield…Think it through. Then check your answer.Question
Read the following statements relating to flexure of reinforced concrete beams:
I. In over-reinforced sections, the failure strain in concrete reaches earlier than the yield strain in steel.
II. In under-reinforced sections, steel reaches yielding at a load lower than the load at which the concrete reaches failure strain.
III. Over-reinforced beams are recommended in practice as compared to the under-reinforced beams.
IV. In balanced sections, the concrete reaches failure strain earlier than the yield strain in tensile steel.Each of the above statements is either True or False.
Which one of the following combinations is correct?Correct answer
(A) I (True), II (True), III (False), IV (False)
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
Let's evaluate each statement:- Statement I: In over-reinforced sections, the percentage of steel is more than the balanced percentage. Consequently, concrete reaches its ultimate failure strain () before the steel yields. This is True.
- Statement II: In under-reinforced sections, the percentage of steel is less than the balanced percentage. Steel reaches its yield strain before concrete reaches its ultimate failure strain. This is True.
- Statement III: Under-reinforced beams are preferred in practice because they exhibit ductile failure (providing warning), whereas over-reinforced beams fail suddenly (brittle failure). Thus, this statement is False.
- Statement IV: In balanced sections, both concrete reaches its failure strain and steel reaches its yield strain simultaneously. Thus, saying concrete reaches it earlier is False.
15
Q15MCQ1 markEasyMatch all the possible combinations between Column X (Cement compounds) and Column Y (Cement properties): | Column X | Column Y | | :--- | :--- | | (i) | (P) Early…Think it through. Then check your answer.Question
Match all the possible combinations between Column X (Cement compounds) and Column Y (Cement properties):Which one of the following combinations is correct?Column X Column Y (i) (P) Early age strength (ii) (Q) Later age strength (iii) (R) Flash setting (S) Highest heat of hydration (T) Lowest heat of hydration Correct answer
(A) (i) - (P), (ii) - (Q) and (T), (iii) - (R) and (S)
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
The properties of Bogue's compounds in cement are as follows:1.Tricalcium Silicate (): It hydrates rapidly and is responsible for the early strength (P) of cement (usually within the first 7 days).2.Dicalcium Silicate (): It hydrates slowly and contributes to the later age strength (Q). It also has the lowest heat of hydration (T) among the four major compounds.3.Tricalcium Aluminate (): It reacts instantly with water and is responsible for flash setting (R) if gypsum is not added. It also generates the highest heat of hydration (S) during the initial stages.Matching these:- (i) matches with (P)
- (ii) matches with (Q) and (T)
- (iii) matches with (R) and (S)
16
Q16MCQ1 markMediumConsider a beam PQ fixed at P, hinged at Q, and subjected to a load as shown in figure (not drawn to scale). The static and kinematic degrees of indeterminacy, respectively,…Think it through. Then check your answer.Question
Consider a beam PQ fixed at P, hinged at Q, and subjected to a load as shown in figure (not drawn to scale). The static and kinematic degrees of indeterminacy, respectively, are
Correct answer
(A) 2 and 1
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
1.Static Indeterminacy ():- Support at P is fixed: 3 reactions ().
- Support at Q is a pin (hinge): 2 reactions ().
- Total reactions .
- Number of equilibrium equations .
- .
- At fixed support P: 0 degrees of freedom.
- At hinged support Q: Only rotation () is possible (assuming axial deformation is neglected as per standard beam problems unless specified).
- .
17
Q17MCQ1 markMediumRead the following statements: (P) While designing a shallow footing in sandy soil, monsoon season is considered for critical design in terms of bearing capacity. (Q) For slope…Think it through. Then check your answer.Question
Read the following statements:
(P) While designing a shallow footing in sandy soil, monsoon season is considered for critical design in terms of bearing capacity.
(Q) For slope stability of an earthen dam, sudden drawdown is never a critical condition.
(R) In a sandy sea beach, quicksand condition can arise only if the critical hydraulic gradient exceeds the existing hydraulic gradient.
(S) The active earth thrust on a rigid retaining wall supporting homogeneous cohesionless backfill will reduce with the lowering of water table in the backfill.Which one of the following combinations is correct?Correct answer
(A) (P)-True, (Q)-False, (R)-False, (S)-False
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
- (P) True: In monsoon, the water table rises. This reduces the effective stress in sandy soil, which in turn reduces the bearing capacity. Thus, it is the critical design condition.
- (Q) False: Sudden drawdown is a very critical condition for the stability of the upstream slope of an earthen dam because pore water pressure remains high while the stabilizing water pressure on the face is removed.
- (R) False: Quicksand condition occurs when the upward seepage pressure equals the submerged weight of the soil, i.e., when the existing hydraulic gradient () is equal to or greater than the critical hydraulic gradient (). The statement says , which is the stable condition.
- (S) False: Lowering the water table increases the effective unit weight of the soil (from to ). While the hydrostatic pressure is removed, the increase in effective earth pressure due to higher unit weight often results in a net increase in thrust, or at least the statement is not universally true for all conditions as stated. (Note: In many standard interpretations for this GATE question, S is considered False).
18
Q18MCQ1 markMediumStresses acting on an infinitesimal soil element are shown in the figure (with ). The major and minor principal stresses are and ,…Think it through. Then check your answer.Question
Stresses acting on an infinitesimal soil element are shown in the figure (with ). The major and minor principal stresses are and , respectively. Considering the compressive stresses as positive, which one of the following expressions correctly represents the angle between the major principal stress plane and the horizontal plane?
Correct answer
(A) tan⁻¹ (τ_(zx)σ₁ - σₓ)
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
The angle of the major principal plane with the plane on which acts (the vertical plane) is given by:Since the question asks for the angle between the major principal stress plane and the horizontal plane (the plane on which acts), we use the stress transformation relationship. For a plane at an angle with the vertical, the normal stress is . The relationship correctly identifies the orientation of the principal plane relative to the coordinate axes. Thus, the expression is .19
Q19MCQ1 markEasyMatch Column X with Column Y: | Column X | Column Y | | :--- | :--- | | (P) Horton equation | (I) Design of alluvial channel | | (Q) Penman method | (II) Maximum flood discharge |…Think it through. Then check your answer.Question
Match Column X with Column Y:Which one of the following combinations is correct?Column X Column Y (P) Horton equation (I) Design of alluvial channel (Q) Penman method (II) Maximum flood discharge (R) Chezy’s formula (III) Evapotranspiration (S) Lacey’s theory (IV) Infiltration (T) Dicken’s formula (V) Flow velocity Correct answer
(A) (P)-(IV), (Q)-(III), (R)-(V), (S)-(I), (T)-(II)
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
The correct matches are:- (P) Horton equation: Used to model (IV) Infiltration capacity of soil over time.
- (Q) Penman method: A widely used method to estimate (III) Evapotranspiration based on energy balance and mass transfer.
- (R) Chezy’s formula: An empirical formula used to calculate (V) Flow velocity in open channels.
- (S) Lacey’s theory: Provides a set of equations for the (I) Design of alluvial channels.
- (T) Dicken’s formula: An empirical formula used to estimate the (II) Maximum flood discharge from a catchment.
20
Q20MCQ1 markEasyIn a certain month, the reference crop evapotranspiration at a location is . If the crop coefficient and soil coefficient are and , respectively, the…Think it through. Then check your answer.Question
In a certain month, the reference crop evapotranspiration at a location is . If the crop coefficient and soil coefficient are and , respectively, the actual evapotranspiration in isCorrect answer
(A) 5.76
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
The actual evapotranspiration () is calculated by multiplying the reference crop evapotranspiration () by the crop coefficient () and the soil coefficient ():Given:
Therefore, the correct option is (A).21
Q21MCQ1 markEasyThe dimension of dynamic viscosity is:Think it through. Then check your answer.Question
The dimension of dynamic viscosity is:Correct answer
(A) M L⁻¹ T⁻¹
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
Dynamic viscosity () is defined by Newton's law of viscosity:Where is shear stress and is the velocity gradient.Dimensions:- Shear stress () =
- Velocity gradient () =
22
Q22MCQ1 markEasyA process equipment emits 5 kg/h of volatile organic compounds (VOCs). If a hood placed over the process equipment captures 95% of the VOCs, then the fugitive emission in kg/h isThink it through. Then check your answer.Question
A process equipment emits 5 kg/h of volatile organic compounds (VOCs). If a hood placed over the process equipment captures 95% of the VOCs, then the fugitive emission in kg/h isCorrect answer
(A) 0.25
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
Total VOC emission = 5 kg/h.
Capture efficiency of the hood = 95%.
Captured VOCs = kg/h.
Fugitive emission = Total emission Captured VOCs = kg/h.23
Q23MCQ1 markMediumMatch the following attributes of a city with the appropriate scale of measurements. | Attribute | Scale of measurement | | :--- | :--- | | (P) Average temperature…Think it through. Then check your answer.Question
Match the following attributes of a city with the appropriate scale of measurements.Which one of the following combinations is correct?Attribute Scale of measurement (P) Average temperature () of a city (I) Interval (Q) Name of a city (II) Ordinal (R) Population density of a city (III) Nominal (S) Ranking of a city based on ease of business (IV) Ratio Correct answer
(A) (P)-(I), (Q)-(III), (R)-(IV), (S)-(II)
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
1.Average temperature (): This is an Interval scale because it has a relative zero point (0 does not mean absence of heat).2.Name of a city: This is a Nominal scale as it consists of categorical labels or names.3.Population density: This is a Ratio scale because it has an absolute zero (0 people/km means no population).4.Ranking: This is an Ordinal scale as it represents a relative position or order.Matching: (P)-(I), (Q)-(III), (R)-(IV), (S)-(II).24
Q24MCQ1 markEasyIf the magnetic bearing of the Sun at a place at noon is S 2° E, the magnetic declination (in degrees) at that place isThink it through. Then check your answer.Question
If the magnetic bearing of the Sun at a place at noon is S 2° E, the magnetic declination (in degrees) at that place isCorrect answer
(A) 2° E
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
At solar noon, the Sun is exactly on the true meridian. Therefore, its True Bearing (TB) is (South).
Given Magnetic Bearing (MB) = S 2° E.
In Whole Circle Bearing (WCB) system, MB = .
Magnetic Declination = True Bearing Magnetic Bearing = .
A positive result indicates Eastward declination. Thus, the declination is E.25
Q25MSQ1 markEasyand are two square matrices of the same order. Which of the following statement(s) is/are correct?Think it through. Then check your answer.Question
and are two square matrices of the same order. Which of the following statement(s) is/are correct?Correct answer
(A) If P and Q are invertible, then [PQ]⁻¹ = Q⁻¹P⁻¹.; (B) If P and Q are invertible, then [QP]⁻¹ = P⁻¹Q⁻¹.
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
The inverse of a product of two invertible matrices and is given by the property .1.Applying this to the product , we get . Thus, statement (A) is correct.2.Applying this to the product , we get . Thus, statement (B) is correct.3.Statement (C) is generally incorrect because matrix multiplication is non-commutative ( in general).4.Statement (D) is incorrect because if or is not invertible, their product is also not invertible, and the inverse does not exist.26
Q26MSQ1 markMediumIn a solid waste handling facility, the moisture contents (MC) of food waste, paper waste, and glass waste were found to be , , and , respectively. Similarly,…Think it through. Then check your answer.Question
In a solid waste handling facility, the moisture contents (MC) of food waste, paper waste, and glass waste were found to be , , and , respectively. Similarly, the energy contents (EC) of plastic waste, food waste, and glass waste were found to be , , and , respectively. Which of the following statement(s) is/are correct?Correct answer
(A) MC_f MCₚ MC_g; (B) ECₚₚ EC_f EC_g
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
1.Moisture Content (MC): Food waste is highly organic and typically contains 60-80% moisture. Paper waste has a much lower moisture content, usually around 6%. Glass is non-porous and non-absorbent, with a negligible moisture content of about 2%. Therefore, is correct.2.Energy Content (EC): Plastic waste () is derived from petroleum and has a very high calorific value (approx. 32,000 kJ/kg). Food waste () has a moderate energy content (approx. 4,500 kJ/kg). Glass () is an inert material and has almost no energy content (approx. 150 kJ/kg). Therefore, is correct.27
Q27MSQ1 markMediumTo design an optimum municipal solid waste collection route, which of the following is/are NOT desired:Think it through. Then check your answer.Question
To design an optimum municipal solid waste collection route, which of the following is/are NOT desired:Correct answer
(C) Collection should occur in the uphill direction.
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
Heuristics for municipal solid waste collection route optimization include:- Minimizing travel distance and time by avoiding redundant travel on the same street (Statement A is desired).
- Avoiding peak traffic hours on congested roads to reduce delays and fuel consumption (Statement B is desired).
- Designing routes such that collection occurs in a downhill direction to save fuel and reduce strain on the vehicle's engine and brakes. Therefore, uphill collection is NOT desired (Statement C is the correct answer).
- Locating the final collection point near the disposal site to minimize the 'deadhead' distance traveled by the loaded vehicle (Statement D is desired).
28
Q28MSQ1 markMediumFor a traffic stream, is the space mean speed, is the density, is the flow, is the free flow speed, and is the jam density. Assume that the speed decreases…Think it through. Then check your answer.Question
For a traffic stream, is the space mean speed, is the density, is the flow, is the free flow speed, and is the jam density. Assume that the speed decreases linearly with density.Which of the following relation(s) is/are correct?Correct answer
(B) q = v_f k - ((v_f)/(kⱼ)) k²; (D) q = kⱼ v - ((kⱼ)/(v_f)) v²
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
According to the Greenshields linear speed-density model:Flow is defined as the product of density and speed: .Case 1: Expressing in terms of
Substituting the expression for :This matches option (B).Case 2: Expressing in terms of
From the speed-density relationship, we can express as:Substituting this into :This matches option (D).Therefore, both (B) and (D) are correct.29
Q29NAT1 markEasyThe error in measuring the radius of a circular rod was . If the cross-sectional area of the rod was calculated using this measurement, then the resulting…Think it through. Then check your answer.Question
The error in measuring the radius of a circular rod was . If the cross-sectional area of the rod was calculated using this measurement, then the resulting absolute percentage error in the computed area is______. (round off to two decimal places)Correct answer
0.39 to 0.41
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
The cross-sectional area of a circular rod is given by:Taking the natural logarithm on both sides:Differentiating both sides to find the relative error:The percentage error in the area is:Given that the percentage error in the radius is :Thus, the absolute percentage error is .30
Q30NAT1 markMediumThe components of pure shear strain in a sheared material are given in the matrix form: Here,…Think it through. Then check your answer.Question
The components of pure shear strain in a sheared material are given in the matrix form:Here, . Given, and .The numerical value of is ________. (in integer)Correct answer
32 to 32
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
Given the matrix .
First, find the eigenvalues by solving the characteristic equation :The eigenvalues are and .The trace of a matrix raised to a power is equal to the sum of its eigenvalues raised to that power:Calculate :Calculate :Therefore, the value of .31
Q31NAT1 markMediumThe inside diameter of a sampler tube is 50 mm. The inside diameter of the cutting edge is kept such that the Inside Clearance Ratio (ICR) is 1.0 % to minimize the friction on the…Think it through. Then check your answer.Question
The inside diameter of a sampler tube is 50 mm. The inside diameter of the cutting edge is kept such that the Inside Clearance Ratio (ICR) is 1.0 % to minimize the friction on the sample as the sampler tube enters into the soil.The inside diameter (in mm) of the cutting edge is _________________. (round off to two decimal places)Correct answer
49.49 to 49.52
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
The Inside Clearance Ratio (ICR) for a soil sampler is defined as:where:
= inside diameter of the sampler tube = 50 mm
= inside diameter of the cutting edgeGiven , we substitute the values into the formula:Rounding off to two decimal places as requested, the inside diameter of the cutting edge is 49.50 mm.32
Q32NAT1 markMediumA concentrically loaded isolated square footing of size carries a concentrated vertical load of . Considering Boussinesq’s theory of…Think it through. Then check your answer.Question
A concentrically loaded isolated square footing of size carries a concentrated vertical load of . Considering Boussinesq’s theory of stress distribution, the maximum depth (in m) of the pressure bulb corresponding to of the vertical load intensity will be ___________. (round off to two decimal places)Correct answer
4.35 to 4.39
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
1.Calculate the vertical load intensity ():The load intensity is the total load divided by the area of the footing.2.Determine the stress value for the pressure bulb ():The pressure bulb corresponds to an isobar where the vertical stress is of the applied load intensity.3.Apply Boussinesq's equation for vertical stress:For a point load , the vertical stress at depth directly below the load () is given by:Substituting the known values:4.Solve for the maximum depth ():Rounding to two decimal places, the maximum depth is .33
Q33NAT1 markEasyIn a triaxial unconsolidated undrained (UU) test on a saturated clay sample, the cell pressure was . If the deviatoric stress at failure was , then…Think it through. Then check your answer.Question
In a triaxial unconsolidated undrained (UU) test on a saturated clay sample, the cell pressure was . If the deviatoric stress at failure was , then the undrained shear strength of the soil is _________ .Correct answer
75 to 75
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
For a saturated clay in an unconsolidated undrained (UU) test, the undrained shear strength () is equal to the radius of the Mohr circle at failure. Since the test is undrained and the clay is saturated, the friction angle , and the shear strength is independent of the cell pressure.Given:- Cell pressure () =
- Deviatoric stress at failure () =
34
Q34NAT1 markMediumA flood control structure having an expected life of years is designed by considering a flood of return period years. When , and , the structure’s…Think it through. Then check your answer.Question
A flood control structure having an expected life of years is designed by considering a flood of return period years. When , and , the structure’s hydrologic risk of failure in percentage is _______. (round off to one decimal place)Correct answer
63 to 63.5
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
The hydrologic risk of failure () of a structure with an expected life of years for a flood of return period is given by:where is the probability of occurrence in any given year, .
Given that , we have .
Substituting this into the risk formula:As , the term approaches .In percentage, the risk is:Rounding off to one decimal place, we get 63.2.35
Q35NAT1 markEasyThe base length of the runway at the mean sea level (MSL) is 1500 m. If the runway is located at an altitude of 300 m above the MSL, the actual length (in m) of the runway to be…Think it through. Then check your answer.Question
The base length of the runway at the mean sea level (MSL) is 1500 m. If the runway is located at an altitude of 300 m above the MSL, the actual length (in m) of the runway to be provided is ________. (round off to the nearest integer)Correct answer
1602 to 1606
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
According to ICAO recommendations, the basic runway length should be increased at the rate of 7% for every 300 m rise in elevation above the mean sea level (MSL).Given:
Base length at MSL () = 1500 m
Elevation () = 300 mCorrection for elevation:Actual length to be provided:Rounding to the nearest integer, the length is 1605.36
Q36MCQ2 marksMediumConsider the polynomial on the domain given by . The first and second derivatives are and . Consider the…Think it through. Then check your answer.Question
Consider the polynomial on the domain given by . The first and second derivatives are and .Consider the following statements:
I. The given polynomial is zero at the boundary points and .
II. There exists one local maxima of within the domain .
III. The second derivative throughout the domain .
IV. There exists one local minima of within the domain .The correct option is:Correct answer
(B) Only statements I, II and IV are correct.
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
Given for .Statement I:
Statement I is True.Statements II and IV:
Setting to find critical points:
Both and lie within the domain .
At , Local Maxima.
At , Local Minima.
Thus, there is one local maxima and one local minima within the domain. Statements II and IV are True.Statement III:
. At , , which is not . Thus, is not positive throughout the domain. Statement III is False.Since statements I, II, and IV are correct, the correct option is (B).37
Q37MCQ2 marksEasyAn undamped spring-mass system with mass and spring stiffness is shown in the figure. The natural frequency and natural period of this system are rad/s and s,…Think it through. Then check your answer.Question
An undamped spring-mass system with mass and spring stiffness is shown in the figure. The natural frequency and natural period of this system are rad/s and s, respectively. If the stiffness of the spring is doubled and the mass is halved, then the natural frequency and the natural period of the modified system, respectively, are
Correct answer
(A) 2ω rad/s and T/2 s
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
The natural frequency of an undamped spring-mass system is given by:The natural period is given by:For the modified system:- The new stiffness is
- The new mass is
38
Q38MCQ2 marksMediumFor the square steel beam cross-section shown in the figure, the shape factor about axis is and the plastic moment capacity is . Consider yield stress…Think it through. Then check your answer.Question
For the square steel beam cross-section shown in the figure, the shape factor about axis is and the plastic moment capacity is . Consider yield stress and .The values of and (rounded-off to one decimal place) are
Correct answer
(A) S = 2.0, M_P = 58.9 kN-m
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
1.Elastic Section Modulus (): For a square section of side rotated by , the moment of inertia about the centroidal axis is . The distance from the neutral axis to the extreme fiber is .2.Plastic Section Modulus (): The plastic neutral axis divides the area into two equal halves. For this diamond shape, it consists of two triangles, each with area . The centroid of each triangle from the neutral axis is .3.Shape Factor ():4.Plastic Moment Capacity ():Given and .Rounding to one decimal place, .Thus, and , which corresponds to option (A).39
Q39MCQ2 marksMediumA post-tensioned concrete member of span 15 m and cross-section of 450 mm 450 mm is prestressed with three steel tendons, each of cross-sectional area 200 mm. The…Think it through. Then check your answer.Question
A post-tensioned concrete member of span 15 m and cross-section of 450 mm 450 mm is prestressed with three steel tendons, each of cross-sectional area 200 mm. The tendons are tensioned one after another to a stress of 1500 MPa. All the tendons are straight and located at 125 mm from the bottom of the member. Assume the prestress to be the same in all tendons and the modular ratio to be 6. The average loss of prestress, due to elastic deformation of concrete, considering all three tendons isCorrect answer
(A) 14.16 MPa
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
Given data:
Span m
Cross-section mm 450 mm
Area of concrete mm
Moment of Inertia mm
Number of tendons
Area of each tendon mm
Initial stress MPa
Prestressing force per tendon N
Eccentricity mm
Modular ratio Stress in concrete at the level of steel due to one tendon:
MPaIn post-tensioning, when tendons are tensioned sequentially:- Tendon 1 (tensioned first) suffers loss when Tendon 2 and Tendon 3 are tensioned. Total loss = MPa
- Tendon 2 (tensioned second) suffers loss when Tendon 3 is tensioned. Total loss = MPa
- Tendon 3 (tensioned last) suffers no loss due to elastic shortening. Loss = 0
Average loss = MPa MPa.Hence, the correct option is (A).40
Q40MCQ2 marksMediumMatch the following in Column X with Column Y: | Column X | Column Y | | :--- | :--- | | (P) In a triaxial compression test, with increase of axial strain in loose sand…Think it through. Then check your answer.Question
Match the following in Column X with Column Y:Column X Column Y (P) In a triaxial compression test, with increase of axial strain in loose sand under drained shear condition, the volumetric strain (I) decreases. (Q) In a triaxial compression test, with increase of axial strain in loose sand under undrained shear condition, the excess pore water pressure (II) increases. (R) In a triaxial compression test, the pore pressure parameter “B” for a saturated soil (III) remains same. (S) For shallow strip footing in pure saturated clay, Terzaghi’s bearing capacity factor () due to surcharge (IV) is always 0.0. (V) is always 1.0. (VI) is always 0.5. Correct answer
(A) (P)-(I), (Q)-(II), (R)-(V), (S)-(V)
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
(P) In a triaxial compression test, loose sand under drained shear condition undergoes compression, which means the volumetric strain decreases. Thus, (P) matches with (I).
(Q) In a triaxial compression test, loose sand under undrained shear condition has a tendency to compress, which leads to an increase in excess pore water pressure. Thus, (Q) matches with (II).
(R) For a fully saturated soil, the pore pressure parameter is equal to 1.0. Thus, (R) matches with (V).
(S) For a shallow strip footing in pure saturated clay (), Terzaghi's bearing capacity factor is equal to 1.0. Thus, (S) matches with (V).The correct combination is (P)-(I), (Q)-(II), (R)-(V), (S)-(V).41
Q41MCQ2 marksMediumA soil sample is underlying a water column of height , as shown in the figure. The vertical effective stresses at points A, B, and C are , , and…Think it through. Then check your answer.Question
A soil sample is underlying a water column of height , as shown in the figure. The vertical effective stresses at points A, B, and C are , , and , respectively. Let and be the saturated and submerged unit weights of the soil sample, respectively, and be the unit weight of water. Which one of the following expressions correctly represents the sum ?
Correct answer
(A) (2h₂ + h₃)γ'
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
Vertical effective stress is given by , where is total stress and is pore water pressure.1.At point A (at the water-soil interface):Total stress
Pore water pressure
Effective stress2.At point B (at depth in the soil):Total stress
Pore water pressure
Effective stress3.At point C (at depth in the soil):Total stress
Pore water pressure
Effective stress Sum of effective stresses:42
Q42MCQ2 marksMediumA 100 mg of (strong acid) is added to water, bringing the final volume to 1.0 liter. Consider the atomic weights of H, N, and O, as 1 g/mol, 14 g/mol, and 16 g/mol,…Think it through. Then check your answer.Question
A 100 mg of (strong acid) is added to water, bringing the final volume to 1.0 liter. Consider the atomic weights of H, N, and O, as 1 g/mol, 14 g/mol, and 16 g/mol, respectively. The final pH of this water is (Ignore the dissociation of water.)Correct answer
(A) 2.8
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
1.Calculate the molecular weight of :g/mol.2.Calculate the number of moles of added:Mass = 100 mg = 0.1 g.
Moles = mol.3.Calculate the molarity () since is a strong acid and dissociates completely:Volume = 1.0 L.
M.4.Calculate the pH:.Rounding to one decimal place, the pH is 2.8.43
Q43MCQ2 marksHardIn a city, the chemical formula of biodegradable fraction of municipal solid waste (MSW) is . The waste has to be treated by forced-aeration composting…Think it through. Then check your answer.Question
In a city, the chemical formula of biodegradable fraction of municipal solid waste (MSW) is . The waste has to be treated by forced-aeration composting process for which air requirement has to be estimated.Assume oxygen in air (by weight) = 23 %, and density of air = 1.3 kg/m.
Atomic mass: C = 12, H = 1, O = 16, N = 14.C and H are oxidized completely whereas N is converted only into during oxidation.For oxidative degradation of 1 tonne of the waste, the required theoretical volume of air (in m/tonne) will be (round off to the nearest integer)Correct answer
(A) 4749
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
1.Chemical Reaction:The oxidation reaction for is:
2.Balancing the elements:- Hydrogen (H):
- Oxygen (O):
- Molar mass of MSW () = g/mol.
- Mass of required per mole of MSW = g.
- Mass of required = kg.
- Mass of air required (since air is 23% by weight) = kg.
- Volume of air = m.
44
Q44MCQ2 marksMediumA single-lane highway has a traffic density of 40 vehicles/km. If the time-mean speed and space-mean speed are 40 kmph and 30 kmph, respectively, the average headway (in seconds)…Think it through. Then check your answer.Question
A single-lane highway has a traffic density of 40 vehicles/km. If the time-mean speed and space-mean speed are 40 kmph and 30 kmph, respectively, the average headway (in seconds) between the vehicles isCorrect answer
(A) 3.00
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
1.Traffic Flow ():The relationship between flow (), density (), and space-mean speed () is:
Given vehicles/km and kmph.
vehicles/hour.2.Average Time Headway ():Headway is the reciprocal of flow:
hours/vehicle.3.Conversion to seconds:seconds.Note: Time-mean speed is not used in the calculation of flow or headway.45
Q45MSQ2 marksMediumLet be a non-zero vector of size . Which of the following statement(s) is/are TRUE?Think it through. Then check your answer.Question
Let be a non-zero vector of size . Which of the following statement(s) is/are TRUE?Correct answer
(A) yy^T is a symmetric matrix.; (B) y^Ty is an eigenvalue of yy^T.
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
Let be a non-zero vector (where ).- Statement (A): . Since the matrix equals its transpose, it is symmetric. TRUE.
- Statement (B): Consider the product . Since is a scalar (let ), we have . This is the definition of an eigenvalue equation , where is the eigenvector. Thus, is an eigenvalue. TRUE.
- Statement (C): The rank of an outer product of two non-zero vectors is always 1. Therefore, rank() = 1. FALSE.
- Statement (D): A matrix is invertible if and only if it is full rank. Since the rank is 1 and the dimension is , the matrix is singular (not invertible). FALSE.
46
Q46MSQ2 marksMediumWhich of the following statement(s) is/are correct? (A) If a linearly elastic structure is subjected to a set of loads, the partial derivative of the total strain energy with…Think it through. Then check your answer.Question
Which of the following statement(s) is/are correct?Correct answer
(A) If a linearly elastic structure is subjected to a set of loads, the partial derivative of the total strain energy with respect to the deflection at any point is equal to the load applied at that point.; (B) If a linearly elastic structure is subjected to a set of loads, the partial derivative of the total strain energy with respect to the load at any point is equal to the deflection at that point.; (C) If a structure is acted upon by two force system Pₐ and P_b, in equilibrium separately, the external virtual work done by a system of forces P_b during the deformations caused by another system of forces Pₐ is equal to the external virtual work done by the Pₐ system during the deformation caused by the P_b system.
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
Let's analyze each statement:Statement A: "If a linearly elastic structure is subjected to a set of loads, the partial derivative of the total strain energy with respect to the deflection at any point is equal to the load applied at that point."
This statement is incorrect. According to Castigliano's first theorem, the partial derivative of the total strain energy with respect to a force (load) gives the displacement (deflection) at the point of application of that force in the direction of the force. Conversely, the partial derivative of the complementary strain energy with respect to a displacement gives the force.Statement B: "If a linearly elastic structure is subjected to a set of loads, the partial derivative of the total strain energy with respect to the load at any point is equal to the deflection at that point."
This statement is correct. This is a direct application of Castigliano's first theorem, which states that , where is the total strain energy, is a load, and is the deflection at the point of application of in the direction of .Statement C: "If a structure is acted upon by two force system and , in equilibrium separately, the external virtual work done by a system of forces during the deformations caused by another system of forces is equal to the external virtual work done by the system during the deformation caused by the system."
This statement is correct. This is Betti's theorem (also known as Maxwell-Betti reciprocal theorem), which states that for a linearly elastic structure, the work done by a set of forces acting through the displacements caused by a set of forces is equal to the work done by the forces acting through the displacements caused by the forces . Mathematically, .Statement D: "The shear force in a conjugate beam loaded by the M/EI diagram of the real beam is equal to the corresponding deflection of the real beam."
This statement is incorrect. In the conjugate beam method, the shear force in the conjugate beam represents the slope of the real beam, and the bending moment in the conjugate beam represents the deflection of the real beam.Both statements B and C are correct principles in structural analysis. However, in a single-choice question format, if multiple options are technically correct, one might be considered more directly relevant or fundamental depending on the context. Given that this was a GATE MCQ, and based on official keys, only one option is typically marked correct. Statement B is a very direct and fundamental theorem for calculating deflections from strain energy.The final answer is47
Q47MSQ2 marksHardWater is flowing in a horizontal, frictionless, rectangular channel. A smooth hump is built on the channel floor at a section and its height is gradually increased to reach choked…Think it through. Then check your answer.Question
Water is flowing in a horizontal, frictionless, rectangular channel. A smooth hump is built on the channel floor at a section and its height is gradually increased to reach choked condition in the channel. The depth of water at this section is and that at its upstream section is . The correct statement(s) for the choked and unchoked conditions in the channel is/areCorrect answer
(A) In choked condition, y₁ decreases if the flow is supercritical and increases if the flow is subcritical.; (B) In choked condition, y₂ is equal to the critical depth if the flow is supercritical or subcritical.; (C) In unchoked condition, y₁ remains unaffected when the flow is supercritical or subcritical.
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
Let's analyze each statement regarding flow over a hump in a horizontal, frictionless, rectangular channel:Choked Condition: Choking occurs when the flow over the hump reaches the critical depth (). At this point, the specific energy is minimum for the given discharge, and any further increase in hump height or decrease in specific energy is not possible without altering the upstream flow conditions.Statement B: "In choked condition, is equal to the critical depth if the flow is supercritical or subcritical."
This statement is correct. By definition, the choked condition at the hump means that the flow depth over the hump becomes equal to the critical depth . This holds true irrespective of whether the upstream flow () was initially subcritical or supercritical.Statement A: "In choked condition, decreases if the flow is supercritical and increases if the flow is subcritical."
This statement is incorrect. Let's consider the behavior of as the hump height increases towards choking:- Subcritical upstream flow: As the hump height increases, the upstream depth decreases to provide the necessary specific energy to pass over the hump. If choking occurs, would have decreased from its initial value.
- Supercritical upstream flow: As the hump height increases, the upstream depth increases (or a hydraulic jump forms upstream, raising the effective upstream depth) to provide the necessary specific energy. If choking occurs, would have increased from its initial value.
This statement is correct in describing the behavior of as the flow approaches choking. As explained for statement A, if the upstream flow is subcritical, decreases, and if it's supercritical, increases (or a jump forms). However, statement B is a more direct and fundamental definition of the choked condition at the hump itself.Statement C: "In unchoked condition, remains unaffected when the flow is supercritical or subcritical."
This statement is incorrect. In an unchoked condition, if the hump height changes, the upstream depth will generally be affected to accommodate the change in specific energy required over the hump. For example, if the hump height increases, will decrease for subcritical flow and increase for supercritical flow (or a jump will form upstream). does not remain unaffected.Comparing B and D, statement B provides the defining characteristic of the choked condition at the hump (), which is a direct consequence of choking. Statement D describes the response of the upstream depth as the flow transitions to a choked state. In the context of "the correct statement(s)", B is a more precise and fundamental description of the choked state at the hump.The final answer is48
Q48NAT2 marksMediumThe concentration of pollutants in a one-dimensional reservoir at position and time satisfies the diffusion equation…Think it through. Then check your answer.Question
The concentration of pollutants in a one-dimensional reservoir at position and time satisfies the diffusion equationon the domain , where is the diffusion coefficient of the pollutants.
The initial condition is defined by the step-function shown in the figure.
The boundary conditions of the problem are given by at the boundary points and at all times. Consider , , and .
The steady-state concentration of the reservoir (in µmol/m) is ________ (in integer)Correct answer
2 to 2
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
The given diffusion equation is:For steady-state conditions, the concentration does not change with time, so .
Therefore, the equation becomes:Since , we have:Integrating this equation twice with respect to gives the steady-state concentration profile:where and are constants.The boundary conditions are given as no-flux conditions:From , the first derivative with respect to is .
Applying the boundary conditions:
At , .
At , .
Both conditions imply that . Therefore, the steady-state concentration is a constant:To find the value of , we use the principle of conservation of mass. The total mass of the pollutant in the reservoir must remain constant over time.Initial total mass ():
The initial condition is a step function:
for
for Final total mass () at steady state:By conservation of mass, :Since , we can divide by :Given values:
Substitute into the equation for :The steady-state concentration is constant throughout the reservoir, so at , the concentration is .The question asks for the numerical value in integer.The final answer is49
Q49NAT2 marksMediumA pair of six-faced dice is rolled thrice. The probability that the sum of the outcomes in each roll equals 4 in exactly two of the three attempts is ______. (round off to three…Think it through. Then check your answer.Question
A pair of six-faced dice is rolled thrice. The probability that the sum of the outcomes in each roll equals 4 in exactly two of the three attempts is ______.
(round off to three decimal places)Correct answer
0.018 to 0.02
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
1.First, find the probability of getting a sum of 4 in a single roll of two six-faced dice.The possible outcomes for a sum of 4 are: .
Total number of outcomes for two dice = .
Probability of success in one trial, .
Probability of failure, .2.The dice are rolled thrice (). We want the probability of exactly two successes ().Using the binomial distribution formula :
.3.Rounding to three decimal places, the probability is .50
Q50NAT2 marksMediumConsider two linearly elastic rods and , each of length , as shown in the figure. The rods are co-linear, and confined between two fixed supports at and . Both…Think it through. Then check your answer.Question
Consider two linearly elastic rods and , each of length , as shown in the figure. The rods are co-linear, and confined between two fixed supports at and . Both the rods are initially stress free. The coefficient of linear thermal expansion is for both the rods. The temperature of the rod is raised by , whereas the temperature of rod remains unchanged. An external horizontal force is now applied at node . It is given that , , , . The axial rigidities of the rods and are and , respectively.To make the axial force in rod equal to zero, the value of the external force (in N) is _________. (round off to the nearest integer)
Correct answer
47 to 53
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
To make the axial force in rod equal to zero (), the reaction at support must be zero. This implies that the displacement of node must also be zero () because rod is not subjected to any temperature change.For rod , the total change in length is given by the compatibility condition at the fixed supports:The total deformation of rod is the sum of deformation due to axial force and thermal expansion:Considering the equilibrium of node in the horizontal direction:Since :Substituting the given values:The value of the external force is 50 N.51
Q51NAT2 marksHardThe linearly elastic planar structure shown in the figure is acted upon by two vertical concentrated forces. The horizontal beams and are connected with the help of the…Think it through. Then check your answer.Question
The linearly elastic planar structure shown in the figure is acted upon by two vertical concentrated forces. The horizontal beams and are connected with the help of the vertical linear spring with spring constant . The fixed supports are provided at and . It is given that flexural rigidity , , and . Force is applied at the center of beam such that the force in the spring becomes zero.The magnitude of force (in kN) is ________. (round off to the nearest integer)
Correct answer
620 to 660
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
If the force in the spring is zero, the beams and act independently as cantilevers, and the vertical deflections at points and must be equal ().1.Deflection at for beam :Beam is a cantilever of length with a point load at the free end . The flexural rigidity is .2.Deflection at for beam :Beam is a cantilever of length fixed at , with a point load at its center (distance from ). The flexural rigidity is .
The deflection at the free end is the sum of the deflection at the center and the additional deflection due to the slope at the center:3.Equating deflections:Given :The magnitude of force is 640 kN.52
Q52NAT2 marksMediumA uniform rod of weight shown in the figure rests against a frictionless vertical wall at the point and a rough horizontal surface at point . It is given that…Think it through. Then check your answer.Question
A uniform rod of weight shown in the figure rests against a frictionless vertical wall at the point and a rough horizontal surface at point . It is given that , and .The minimum coefficient of static friction that is required at the point to hold the rod in equilibrium is ___________. (round off to three decimal places)
Correct answer
0.35 to 0.4
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
Let be the horizontal reaction at the frictionless wall , be the vertical reaction at the floor , and be the frictional force at .1.Vertical equilibrium: .2.Horizontal equilibrium: .3.Moment equilibrium about : .Substituting the given values:
.Thus, the required friction force is .
For the rod to be in equilibrium, the friction force must satisfy .
.The minimum coefficient of static friction required is .53
Q53NAT2 marksMediumThe activities of a project are given in the following table along with their durations and dependency. | Activities | Duration (days) | Depends on | |---|---|---| | A | 10 | - |…Think it through. Then check your answer.Question
The activities of a project are given in the following table along with their durations and dependency.The total float of the activity E (in days) is ________. (in integer)Activities Duration (days) Depends on A 10 - B 12 - C 5 A D 14 B E 10 B, C Correct answer
1 to 1
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
First, we determine the project duration by finding the longest path (Critical Path):- Path 1: A C E: days
- Path 2: B D: days
- Path 3: B E: days
- Earliest Start (ES) = days.
- Earliest Finish (EF) = days.
- Latest Finish (LF) = Project duration = days (since E has no successors).
- Total Float (TF) = day.
54
Q54NAT2 marksMediumA group of total 16 piles are arranged in a square grid format. The center-to-center spacing () between adjacent piles is . The diameter () and length of…Think it through. Then check your answer.Question
A group of total 16 piles are arranged in a square grid format. The center-to-center spacing () between adjacent piles is . The diameter () and length of embedment of each pile are and , respectively. The design capacity of each pile is in the vertical downward direction. The pile group efficiency () is given bywhere and are number of rows and columns in the plan grid of pile arrangement, and .The design value of the pile group capacity (in kN) in the vertical downward direction is __________________. (round off to the nearest integer)Correct answer
11000 to 11200
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
Given:- Total number of piles
- Square grid arrangement:
- Spacing
- Diameter
- Individual pile capacity
Step 2: Calculate pile group efficiency ()
Step 3: Calculate group capacity ()
.Rounding to the nearest integer, we get .55
Q55NAT2 marksMediumA saturated compressible clay layer of thickness is sandwiched between two sand layers, as shown in the figure. Initially, the total vertical stress and pore water pressure at…Think it through. Then check your answer.Question
A saturated compressible clay layer of thickness is sandwiched between two sand layers, as shown in the figure. Initially, the total vertical stress and pore water pressure at point P, which is located at the mid-depth of the clay layer, were and , respectively. Construction of a building caused an additional total vertical stress of at P. When the vertical effective stress at P is , the percentage of consolidation in the clay layer at P is _____________ . (in integer)
Correct answer
50 to 50
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
1.Initial State at P:- Total vertical stress,
- Pore water pressure,
- Initial effective stress,
- Additional total vertical stress,
- This additional stress is initially carried by excess pore water pressure ().
- Final effective stress,
- Current effective stress,
56
Q56NAT2 marksHardA hydraulic jump takes place in a wide rectangular channel at a point where the upstream depth is (just before the jump). If the discharge in the…Think it through. Then check your answer.Question
A hydraulic jump takes place in a wide rectangular channel at a point where the upstream depth is (just before the jump). If the discharge in the channel is and the energy loss in the jump is , then the Froude number computed at the end of the jump is ___________. (round off to two decimal places)
(Consider the acceleration due to gravity as .)Correct answer
0.2 to 0.41
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
1.Given Data:- Width,
- Discharge,
- Upstream depth,
- Energy loss,
- Gravity,
- By trial and error, if :
- So, .
- Velocity,
57
Q57NAT2 marksMediumA pump with an efficiency of is used to draw groundwater from a well for irrigating a flat field of area . The base period and delta for paddy crop on…Think it through. Then check your answer.Question
A pump with an efficiency of is used to draw groundwater from a well for irrigating a flat field of area . The base period and delta for paddy crop on this field are and , respectively. Water application efficiency in the field is . The lowest level of water in the well is below the ground. The minimum required horse power (h.p.) of the pump is ________. (round off to two decimal places)
(Consider ; unit weight of water = )Correct answer
30 to 32
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
1.Given Data:- Area,
- Base period,
- Delta,
- Water application efficiency,
- Pump efficiency,
- Head,
- Unit weight of water,
58
Q58NAT2 marksMediumTwo discrete spherical particles (P and Q) of equal mass density are independently released in water. Particle P and particle Q have diameters of and…Think it through. Then check your answer.Question
Two discrete spherical particles (P and Q) of equal mass density are independently released in water. Particle P and particle Q have diameters of and , respectively. Assume Stokes’ law is valid.The drag force on particle Q will be________ times the drag force on particle P. (round off to the nearest integer)Correct answer
8 to 8
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
According to Stokes' Law, the drag force on a spherical particle at terminal velocity is equal to its submerged weight:Alternatively, using the drag force formula and the terminal velocity formula :In both cases, for particles of the same density in the same fluid, the drag force is proportional to the cube of the diameter:Given and , the ratio is:Thus, the drag force on particle Q is times that on particle P.59
Q59NAT2 marksMediumAt a municipal waste handling facility, metric ton mixture of food waste, yard waste, and paper waste was available. The moisture content of this mixture was found to be…Think it through. Then check your answer.Question
At a municipal waste handling facility, metric ton mixture of food waste, yard waste, and paper waste was available. The moisture content of this mixture was found to be . The ideal moisture content for composting this mixture is . The amount of water to be added to this mixture to bring its moisture content to the ideal condition is _______metric ton. (in integer)Correct answer
24 to 24
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
1.Initial State:- Total mass () = metric tons
- Moisture content () =
- Mass of dry solids () = metric tons
- Initial mass of water () = metric tons
- Desired moisture content () =
- Let be the mass of water to be added.
- Final total mass () =
- Final mass of water () =
Therefore, metric tons of water must be added.60
Q60NAT2 marksMediumA sewage treatment plant receives sewage at a flow rate of . The total suspended solids (TSS) concentration in the sewage at the inlet of primary…Think it through. Then check your answer.Question
A sewage treatment plant receives sewage at a flow rate of . The total suspended solids (TSS) concentration in the sewage at the inlet of primary clarifier is . After the primary treatment, the TSS concentration in sewage is reduced by . The sludge from the primary clarifier contains solids concentration. Subsequently, the sludge is subjected to gravity thickening process to achieve a solids concentration of . Assume that the density of sludge, before and after thickening, is .The daily volume of the thickened sludge (in ) will be_________. (round off to the nearest 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
1.Mass of solids removed:- Flow rate () =
- Inlet TSS =
- Total TSS entering =
- Removal efficiency =
- Mass of solids in sludge () =
- The mass of solids () remains constant during thickening.
- Final solids concentration =
- Density of thickened sludge () =
- Let be the volume of thickened sludge.
- Mass of thickened sludge () =
- Mass of solids =
61
Q61NAT2 marksMediumA sample of air analyzed at and pressure is reported to contain of . Atomic mass of…Think it through. Then check your answer.Question
A sample of air analyzed at and pressure is reported to contain of . Atomic mass of .The equivalent concentration (in ) will be__________. (round off to the nearest integer)Correct answer
102 to 108
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
The concentration in is given by the formula:Where is the molar volume of an ideal gas at the given temperature and pressure.1.Molecular Weight of : .2.Molar Volume (): At () and , using the ideal gas constant :3.Calculation:Rounding to the nearest integer, we get . The official range is to .62
Q62NAT2 marksMediumA parabolic vertical crest curve connects two road segments with grades and . If a stopping sight distance is needed for a driver at a height of…Think it through. Then check your answer.Question
A parabolic vertical crest curve connects two road segments with grades and . If a stopping sight distance is needed for a driver at a height of to avoid an obstacle of height , then the minimum curve length should be ______ m. (round off to the nearest integer)Correct answer
270 to 275
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
1.Given Data:- Grades: ,
- Deviation angle:
- Stopping Sight Distance ():
- Driver eye height ():
- Obstacle height ():
The formula for the length of a crest vertical curve based on sight distance is:Substituting the values:3.Check Assumption:Since is greater than , the assumption is correct.
Rounding to the nearest integer, the minimum curve length is . The official range is to .63
Q63NAT2 marksMediumAssuming that traffic on a highway obeys the Greenshields model, the speed of a shockwave between two traffic streams (P) and (Q) as shown in the schematic is _______ kmph. (in…Think it through. Then check your answer.Question
Assuming that traffic on a highway obeys the Greenshields model, the speed of a shockwave between two traffic streams (P) and (Q) as shown in the schematic is _______ kmph. (in integer)
Correct answer
15 to 15
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
The speed of a shockwave () is given by the change in flow divided by the change in density:1.Calculate density for stream (P):2.Calculate density for stream (Q):3.Calculate shockwave speed:The speed of the shockwave is 15 kmph.64
Q64NAT2 marksMediumIt is given that an aggregate mix has 260 grams of coarse aggregates and 240 grams of fine aggregates. The specific gravities of the coarse and fine aggregates are 2.6 and 2.4,…Think it through. Then check your answer.Question
It is given that an aggregate mix has 260 grams of coarse aggregates and 240 grams of fine aggregates. The specific gravities of the coarse and fine aggregates are 2.6 and 2.4, respectively. The bulk specific gravity of the mix is 2.3.The percentage air voids in the mix is ____________. (round off to the nearest integer)Correct answer
8 to 8
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
1.Calculate the theoretical specific gravity () of the aggregate mix:Where:
g (weight of coarse aggregate)
g (weight of fine aggregate)
(specific gravity of coarse aggregate)
(specific gravity of fine aggregate)
2.Calculate the percentage of air voids ():Where (bulk specific gravity of the mix)
Final Answer: 865
Q65NAT2 marksMediumThe lane configuration with lane volumes in vehicles per hour of a four-arm signalized intersection is shown in the figure. There are only two phases: the first phase is for the…Think it through. Then check your answer.Question
The lane configuration with lane volumes in vehicles per hour of a four-arm signalized intersection is shown in the figure. There are only two phases: the first phase is for the East-West and the West-East through movements, and the second phase is for the North-South and the South-North through movements. There are no turning movements. Assume that the saturation flow is 1800 vehicles per hour per lane for each lane and the total lost time for the first and the second phases together is 9 seconds.The optimum cycle length (in seconds), as per the Webster’s method, is ____________. (round off to the nearest integer)
Correct answer
37 to 37
Turn this into a strength.Explore AI-powered practice and doubt support with Success Tracker.Step-by-step solution
1.Identify critical lane volumes for each phase:- Phase 1 (East-West and West-East):
- East-West has 2 lanes with 504 vph each. Volume per lane = 504.
- West-East has 2 lanes with 440 and 460 vph. Max volume per lane = 460.
- Critical flow for Phase 1 () = vph.
- Phase 2 (North-South and South-North):
- North-South has 1 lane with 396 vph.
- South-North has 1 lane with 360 vph.
- Critical flow for Phase 2 () = vph.
- Saturation flow () = 1800 vph per lane.
- Total lost time () = 9 seconds.
- seconds.