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1281
GATE Civil 2012 | Question: 37
A layer of normally consolidated, saturated silty clay of $1$ m thickness is subjected to one dimensional consolidation under a pressure increment of $20$ kPa. The properties of the soil are: specific gravity $=2.7$, natural moisture content $=45 \%$, compression ... the primary consolidation settlement (rounded off to the nearest mm) is $2$ mm $9$ mm $14$ mm $16$ mm
A layer of normally consolidated, saturated silty clay of $1$ m thickness is subjected to one dimensional consolidation under a pressure increment of $20$ kPa. The proper...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Foundation Engineering
gate2012-ce
foundation-engineering
geotechnical-engineering
terzaghi's-theory
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–
0
votes
0
answers
1282
GATE Civil 2012 | Question: 38
Steady state seepage is taking place through a soil element at $Q$, $2$ m below the ground surface immediately downstream of the toe of an earthen dam as shown in the sketch. The water level in a piezometer installed at $P$, $500$ mm above $Q$, is at the ground surface. ... $Q$ is $14.42$ $15.89$ $16.38$ $18.34$
Steady state seepage is taking place through a soil element at $Q$, $2$ m below the ground surface immediately downstream of the toe of an earthen dam as shown in the ske...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Soil Mechanics
gate2012-ce
geotechnical-engineering
soil-mechanics
seepage-through-soils
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–
0
votes
0
answers
1283
GATE Civil 2012 | Question: 39
The top width and the top depth of flow in a triangular channel were measured as $4$ m and $1$ m, respectively. The measured velocities on the centre line at the water surface, $0.2$ m and $0.8$ m below the surface are $0.7$ m/s, $0.6$ ... Using two-point method of velocity measurement, the discharge (in $m^3/s$) in the channel is $1.4$ $1.2$ $1.0$ $0.8$
The top width and the top depth of flow in a triangular channel were measured as $4$ m and $1$ m, respectively. The measured velocities on the centre line at the water su...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Hydraulics
gate2012-ce
hydraulics
water-resources-engineering
velocity-triangles
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0
votes
0
answers
1284
GATE Civil 2012 | Question: 26
The error in $\dfrac{d}{dx} f(x) \mid_{x=x_0}$ for a continuous function estimated with $h=0.03$ using the central difference formula $\dfrac{d}{dx} f(x) \mid_{x=x_0} \approx \dfrac{f(x_0+h)-f(x_0-h)}{2h}$, is $2 \times 10^{-3}$. The values of $x_0$ ... $1.3 \times 10^{-4}$ $3.0 \times 10^{-4}$ $4.5 \times 10^{-4}$ $9.0 \times 10^{-4}$
The error in $\dfrac{d}{dx} f(x) \mid_{x=x_0}$ for a continuous function estimated with $h=0.03$ using the central difference formula $\dfrac{d}{dx} f(x) \mid_{x=x_0} \ap...
Milicevic3306
11.9k
points
Milicevic3306
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Mar 25, 2018
Numerical Methods
gate2012-ce
numerical-methods
+
–
0
votes
0
answers
1285
GATE Civil 2012 | Question: 27
In an experiment, positive and negative values are equally likely to occur. The probability of obtaining at most one negative value in five trials is $\dfrac{1}{32} \\$ $\dfrac{2}{32} \\$ $\dfrac{3}{32} \\$ $\dfrac{6}{32}$
In an experiment, positive and negative values are equally likely to occur. The probability of obtaining at most one negative value in five trials is$\dfrac{1}{32} \\$$\d...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Probability and Statistics
gate2012-ce
probability-and-statistics
probability
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–
0
votes
0
answers
1286
GATE Civil 2012 | Question: 28
The eigenvalues of matrix $\begin{bmatrix} 9 & 5 \\ 5 & 8 \end{bmatrix}$ are $-2.42$ and $6.86$ $3.48$ and $13.53$ $4.70$ and $6.86$ $6.86$ and $9.50$
The eigenvalues of matrix $\begin{bmatrix} 9 & 5 \\ 5 & 8 \end{bmatrix}$ are$-2.42$ and $6.86$$3.48$ and $13.53$$4.70$ and $6.86$$6.86$ and $9.50$
Milicevic3306
11.9k
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Milicevic3306
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Mar 25, 2018
Linear Algebra
gate2012-ce
linear-algebra
matrices
eigen-values
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0
votes
0
answers
1287
GATE Civil 2012 | Question: 29
For the parallelogram OPQR shown in the sketch, $\overrightarrow{OP}=a \hat{i}+b \hat{j}$ and $\overrightarrow{OR}=c \hat{i} +d \hat{j}$. The area of the parallelogram is $ad-bc$ $ac+bd$ $ad+bc$ $ab-cd$
For the parallelogram OPQR shown in the sketch, $\overrightarrow{OP}=a \hat{i}+b \hat{j}$ and $\overrightarrow{OR}=c \hat{i} +d \hat{j}$. The area of the parallelogram is...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Calculus
gate2012-ce
calculus
vector-identities
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–
0
votes
0
answers
1288
GATE Civil 2012 | Question: 30
The solution of the ordinary differential equation $\dfrac{dy}{dx}+2y=0$ for the boundary condition, $y=5$ at $x=1$ is $y=e^{-2x}$ $y=2e^{-2x}$ $y=10.95 e^{-2x}$ $y=36.95 e^{-2x}$
The solution of the ordinary differential equation $\dfrac{dy}{dx}+2y=0$ for the boundary condition, $y=5$ at $x=1$ is$y=e^{-2x}$$y=2e^{-2x}$$y=10.95 e^{-2x}$$y=36.95 e^{...
Milicevic3306
11.9k
points
Milicevic3306
asked
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Ordinary Differential Equation (ODE)
gate2012-ce
ordinary-differential-equation
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–
0
votes
0
answers
1289
GATE Civil 2012 | Question: 31
A simply supported beam is subjected ti a uniformly distributed load of intensity $w$ per unit length, on half of the span from one end. The length of the span and the flexural stiffness are denoted as $l$ and $EI$ ... $\dfrac{5}{384} \dfrac{wl^4}{EI} \\$ $\dfrac{5}{192} \dfrac{wl^4}{EI}$
A simply supported beam is subjected ti a uniformly distributed load of intensity $w$ per unit length, on half of the span from one end. The length of the span and the fl...
Milicevic3306
11.9k
points
Milicevic3306
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Structural Analysis
gate2012-ce
structural-analysis
structural-engineering
flexural-stiffness
analysis-of-beams
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–
0
votes
0
answers
1290
GATE Civil 2012 | Question: 32
The sketch shows a column with a pin at the base and rollers at the top. It is subjected to an axial force $P$ and a moment $M$ at mid-height. The reaction(s) at R is/are a vertical force equal to $P$ a vertical force equal to $P/2$ a vertical force equal to $P$ an a horizontal force equal to $M/h$ a vertical force equal to $P/2$ and a horizontal force equal to $M/h$
The sketch shows a column with a pin at the base and rollers at the top. It is subjected to an axial force $P$ and a moment $M$ at mid-height. The reaction(s) at R is/are...
Milicevic3306
11.9k
points
Milicevic3306
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Concrete Structures
gate2012-ce
structural-engineering
concrete-structures
design-of-columns
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–
0
votes
0
answers
1291
GATE Civil 2012 | Question: 20
A sample of domestic sewage is digested with silver sulphate, sulphuric acid, potassium dichromate and mercuric sulphate in chemical oxygen demand (COD) test. The digested sample is then titrated with standard ferrous ammonium sulphate (FAS) to determine the un-reacted amount of mercuric sulphate potassium dichromate silver sulphate sulphuric acid
A sample of domestic sewage is digested with silver sulphate, sulphuric acid, potassium dichromate and mercuric sulphate in chemical oxygen demand (COD) test. The digeste...
Milicevic3306
11.9k
points
Milicevic3306
asked
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Water and Waste Water Quality and Treatment
gate2012-ce
water-and-waste-water-quality-and-treatment
water-resources-engineering
sewage-treatment-design
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–
0
votes
0
answers
1292
GATE Civil 2012 | Question: 21
... $\textbf{[a]}$ and $\textbf{[r]}$ are false $\textbf{[a]}$ is true but $\textbf{[r]}$ is false
$\begin{array}{lcl} \textbf{Assertion [a]} &: & \text{At a manhole, the crown of the outgoing sewer should not be higher} \\ & & \text{than the crown of the incoming sewe...
Milicevic3306
11.9k
points
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Water and Waste Water Quality and Treatment
gate2012-ce
water-and-waste-water-quality-and-treatment
environmental-engineering
sewerage-treatment
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–
0
votes
0
answers
1293
GATE Civil 2012 | Question: 22
Two major roads with two lanes each are crossing in an urban area to form an un-controlled intersection. The number of conflict points when both roads are one-way is “X” and when both roads are two-way is “Y”. The ratio of X and Y is $0.25$ $0.33$ $0.50$ $0.75$
Two major roads with two lanes each are crossing in an urban area to form an un-controlled intersection. The number of conflict points when both roads are one-way is “X...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Traffic Engineering
gate2012-ce
traffic-engineering
transportation-engineering
urban-roads
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–
0
votes
0
answers
1294
GATE Civil 2012 | Question: 23
Two bitumen samples X and Y have softening points $45^{\circ}C$ and $60^{\circ}C$, respectively. Consider the following statements: Viscosity of X will be higher than that of Y at the same temperature. Penetration value of X will be lesser than that ... Both I and II are TRUE I is FALSE and and II is TRUE Both I and II are FALSE I is TRUE and and II is FALSE
Two bitumen samples “X” and “Y” have softening points $45^{\circ}C$ and $60^{\circ}C$, respectively. Consider the following statements:Viscosity of “X” will b...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Highway Pavements
gate2012-ce
transportation-engineering
highway-pavements
bitumen
softening-point-of-bitumen
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–
0
votes
0
answers
1295
GATE Civil 2012 | Question: 24
Road roughness is measured using Benkelman beam Bump integrator Dynamic cone penetrometer Falling weight deflectometer
Road roughness is measured usingBenkelman beamBump integratorDynamic cone penetrometerFalling weight deflectometer
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Transportation Infrastructure
gate2012-ce
transportation-infrastructure
transportation-engineering
urban-roads
geometric-design-of-highways
+
–
0
votes
0
answers
1296
GATE Civil 2012 | Question: 25
Which of the following errors can be eliminated by reciprocal measurements in differential leveling? Error due to earth’s curvature Error due to atmospheric refraction Both I and II I only II only Neither I nor II
Which of the following errors can be eliminated by reciprocal measurements in differential leveling?Error due to earth’s curvatureError due to atmospheric refractionBot...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Geomatics Engineering
gate2012-ce
geomatics-engineering
levelling
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–
0
votes
0
answers
1297
GATE Civil 2012 | Question: 13
As per the Indian Standard soil classification system, a sample of silty clay liquid limit of $40\%$ and plasticity index of $28\%$ is classified as CH CI CL CL-ML
As per the Indian Standard soil classification system, a sample of silty clay liquid limit of $40\%$ and plasticity index of $28\%$ is classified asCHCICLCL-ML
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Solid Mechanics
gate2012-ce
solid-mechanics
geotechnical-engineering
indian-standard-soil-classification-system
+
–
0
votes
0
answers
1298
GATE Civil 2012 | Question: 14
A smooth rigid retaining wall moves as shown in the sketch causing the backfill material to fail. The backfill material is homogeneous and isotrophic, and obeys the Mohr-Coulomb failure criterion. The major principal stress is parallel to the ... acting downwards normal to the wall face oblique to the wall face acting downwards oblique to the wall face acting upwards
A smooth rigid retaining wall moves as shown in the sketch causing the backfill material to fail. The backfill material is homogeneous and isotrophic, and obeys the Mohr-...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Solid Mechanics
gate2012-ce
solid-mechanics
geotechnical-engineering
mohr's-circle
+
–
0
votes
0
answers
1299
GATE Civil 2012 | Question: 15
An embankment is to be constructed with a granular soil (bulk unit weight $=20 \: kN/m^3$) on a saturated clayey silt deposit (undrained shear strength $=25$ kPa). Assuming undrained general shear failure and bearing capacity factor of $5.7$, the maximum height (in m) of the embankment at the point of failure is $7.1$ $5.0$ $4.5$ $2.5$
An embankment is to be constructed with a granular soil (bulk unit weight $=20 \: kN/m^3$) on a saturated clayey silt deposit (undrained shear strength $=25$ kPa). Assumi...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Foundation Engineering
gate2012-ce
foundation-engineering
geotechnical-engineering
bearing-capacity
+
–
0
votes
0
answers
1300
GATE Civil 2012 | Question: 16
A trapezoidal channel is $10.0$ m wide at the base and has a side slope of $4$ horizontal to $3$ vertical. The bed slope is $0.002$. The channel is lined with smooth concrete (Manning’s $n=0.012$). The hydraulic radius (in m) for a depth of flow of $3.0$ m is $20.0$ $3.5$ $3.0$ $2.1$
A trapezoidal channel is $10.0$ m wide at the base and has a side slope of $4$ horizontal to $3$ vertical. The bed slope is $0.002$. The channel is lined with smooth conc...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Water Resources Engineering
gate2012-ce
trapezodial-channel
water-resources-engineering
hydraulic-radius
+
–
0
votes
0
answers
1301
GATE Civil 2012 | Question: 17
A rectangular open channel of width $5.0$ m is carrying a discharge of $100 \: m^3/s$ The Froude number of the flow is $0.8$. The depth of flow (in m) in the channel is $4$ $5$ $16$ $20$
A rectangular open channel of width $5.0$ m is carrying a discharge of $100 \: m^3/s$ The Froude number of the flow is $0.8$. The depth of flow (in m) in the channel is$4...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Hydraulics
gate2012-ce
hydraulics
water-resources-engineering
flow-measurement-in-channel
+
–
0
votes
0
answers
1302
GATE Civil 2012 | Question: 18
The circular water pipes shown in the sketch are flowing full. The velocity of flow (in m/s) in the branch pipe “R” is $3$ $4$ $5$ $6$
The circular water pipes shown in the sketch are flowing full. The velocity of flow (in m/s) in the branch pipe “R” is$3$$4$$5$$6$
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Fluid Mechanics
gate2012-ce
fluid-mechanics
water-resources-engineering
flow-in-pipes
+
–
0
votes
0
answers
1303
GATE Civil 2012 | Question: 19
The ratio of actual evapo-transpiration of potential evapo-transpiration is in the range $0.0$ to $0.4$ $0.6$ to $0.9$ $0.0$ to $1.0$ $1.0$ to $2.0$
The ratio of actual evapo-transpiration of potential evapo-transpiration is in the range$0.0$ to $0.4$$0.6$ to $0.9$$0.0$ to $1.0$$1.0$ to $2.0$
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Hydrology
gate2012-ce
hydrology
water-resources-engineering
evapo-transpiration
+
–
0
votes
0
answers
1304
GATE Civil 2012 | Question: 6
If a small concrete cube is submerged deep in still water in such a way that the pressure exerted on all faces of the cube is $p$, then the maximum shear stress developed inside the cube is $0$ $\dfrac{p}{2}$ $p$ $2p$
If a small concrete cube is submerged deep in still water in such a way that the pressure exerted on all faces of the cube is $p$, then the maximum shear stress developed...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Construction Materials and Management
gate2012-ce
construction-materials-and-management
structural-engineering
concrete-cube
+
–
0
votes
0
answers
1305
GATE Civil 2012 | Question: 7
As per $IS \: 456:2000$, in the Limit State Design of a flexural member, the strain in reinforcing bars under tension at ultimate state should not be less than $\dfrac{f_y}{E_s} \\$ $\dfrac{f_y}{E_s}+0.002 \\$ $\dfrac{f_y}{1.15E_s} \\$ $\dfrac{f_y}{1.15E_s}+0.002$
As per $IS \: 456:2000$, in the Limit State Design of a flexural member, the strain in reinforcing bars under tension at ultimate state should not be less than$\dfrac{f_y...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Steel Structures
gate2012-ce
steel-structures
structural-engineering
limit-state-design
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–
0
votes
0
answers
1306
GATE Civil 2012 | Question: 8
Which one of the following is categorised as a long-term loss of prestress in a prestressed concrete member? Loss due to elastic shortening Loss due to friction Loss due to relaxation of strands Loss due to anchorage slip
Which one of the following is categorised as a long-term loss of prestress in a prestressed concrete member?Loss due to elastic shorteningLoss due to frictionLoss due to ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Concrete Structures
gate2012-ce
concrete-structures
structural-engineering
prestressed-concrete
+
–
0
votes
0
answers
1307
GATE Civil 2012 | Question: 9
In a steel plate with bolted connections, the rupture of the net section is a mode of failure under tension compression flexure shear
In a steel plate with bolted connections, the rupture of the net section is a mode of failure undertensioncompressionflexureshear
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Steel Structures
gate2012-ce
steel-structures
structural-engineering
steel-plates
+
–
0
votes
0
answers
1308
GATE Civil 2012 | Question: 10
The ratio of the theoretical critical buckling load for a column with fixed ends to that of another column with the same dimensions and material, but with pinned ends, is equal to $0.5$ $1.0$ $2.0$ $4.0$
The ratio of the theoretical critical buckling load for a column with fixed ends to that of another column with the same dimensions and material, but with pinned ends, is...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Solid Mechanics
gate2012-ce
solid-mechanics
structural-engineering
buckling-load
+
–
0
votes
0
answers
1309
GATE Civil 2012 | Question: 11
The effective stress friction angle of a saturated, cohesionless soil is $38^{\circ}$. The ratio of shear stress to normal effective stress on the failure plane is $0.781$ $0.616$ $0.488$ $0.438$
The effective stress friction angle of a saturated, cohesionless soil is $38^{\circ}$. The ratio of shear stress to normal effective stress on the failure plane is$0.781$...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Solid Mechanics
gate2012-ce
solid-mechanics
structural-engineering
shear-stress
+
–
0
votes
0
answers
1310
GATE Civil 2012 | Question: 12
Two series of compaction tests were performed in the laboratory on an inorganic clayey soil employing two different levels of compaction energy per unit volume of soil. With regards to the above tests, the following two statements are made. The optimum moisture content ... statements is Only I is TRUE Only II is TRUE Both I and II are TRUE Neither I nor II is TRUE
Two series of compaction tests were performed in the laboratory on an inorganic clayey soil employing two different levels of compaction energy per unit volume of soil. W...
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11.9k
points
Milicevic3306
asked
Mar 25, 2018
Solid Mechanics
gate2012-ce
solid-mechanics
geotechnical-engineering
compaction-in-laboratory
+
–
0
votes
0
answers
1311
GATE Civil 2012 | Question: 2
The annual precipitation data of a city is normally distributed with mean and standard deviation as $1000$ mm and $200$ mm, respectively. The probability that the annual precipitation will be more than $1200$ mm is $<50 \%$ $50 \%$ $75 \%$ $100\%$
The annual precipitation data of a city is normally distributed with mean and standard deviation as $1000$ mm and $200$ mm, respectively. The probability that the annual ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Probability and Statistics
gate2012-ce
probability-and-statistics
probability
normal-distribution
+
–
0
votes
0
answers
1312
GATE Civil 2012 | Question: 3
The infinite series $1+x+\dfrac{x^2}{2!}+\dfrac{x^3}{3!}+\dfrac{x^4}{4!} + \dots $ corresponds to $\sec x$ $e^x$ $\cos x$ $1+\sin^2x$
The infinite series $1+x+\dfrac{x^2}{2!}+\dfrac{x^3}{3!}+\dfrac{x^4}{4!} + \dots $ corresponds to$\sec x$$e^x$$\cos x$$1+\sin^2x$
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Calculus
gate2012-ce
calculus
taylor-series
+
–
0
votes
0
answers
1313
GATE Civil 2012 | Question: 4
The Poisson's ratio is defined as $\begin{vmatrix} \dfrac{\text{axial stress}}{\text{lateral stress}} \end{vmatrix} \\$ $\begin{vmatrix} \dfrac{\text{lateral strain}}{\text{axial strain}} \end{vmatrix} \\$ ... $\begin{vmatrix} \dfrac{\text{axial strain}}{\text{lateral strain}} \end{vmatrix}$
The Poisson’s ratio is defined as$\begin{vmatrix} \dfrac{\text{axial stress}}{\text{lateral stress}} \end{vmatrix} \\$$\begin{vmatrix} \dfrac{\text{lateral strain}}{\te...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Engineering Mechanics
gate2012-ce
engineering-mechanics
structural-engineering
axial-stress
lateral-stress
+
–
0
votes
0
answers
1314
GATE Civil 2012 | Question: 5
The following statements are related to bending of beams: The slope of the bending moment diagram is equal to the shear force. The slope of the shear force diagram is equal to the load intensity. The slope of the curvature is equal to the flexural ... The second derivative of the deflection is equal to the curvature. The only $\textbf{FALSE}$ statement is I II III IV
The following statements are related to bending of beams:The slope of the bending moment diagram is equal to the shear force.The slope of the shear force diagram is equal...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Solid Mechanics
gate2012-ce
solid-mechanics
structural-engineering
bending-of-beams
+
–
0
votes
0
answers
1315
GATE Civil 2012 | Question: 1
The estimate of $\int_{0.5}^{1.5} \dfrac{dx}{x}$ obtained using Simpson’s rule with three-point function evaluation exceeds the exact value by $0.235$ $0.068$ $0.024$ $0.012$
The estimate of $$\int_{0.5}^{1.5} \dfrac{dx}{x}$$ obtained using Simpson’s rule with three-point function evaluation exceeds the exact value by$0.235$$0.068$$0.024$$0....
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Numerical Methods
gate2012-ce
numerical-methods
integration-by-trapezoidal-and-simpsons-rule
+
–
1
votes
0
answers
1316
GATE Civil 2018 Set 2 | GA Question: 5
For non-negative integers, $a, b, c$, what would be the value of $a+b+c$ if $\log a + \log b + \log c = 0$? $3$ $1$ $0$ $-1$
For non-negative integers, $a, b, c$, what would be the value of $a+b+c$ if $\log a + \log b + \log c = 0$?$3$$1$$0$$-1$
gatecse
4.0k
points
gatecse
asked
Feb 17, 2018
Quantitative Aptitude
gate2018-ce-2
numerical-ability
logarithms
+
–
0
votes
0
answers
1317
GATE Civil 2018 Set 2 | GA Question: 6
In manufacturing industries, loss is usually taken to be proportional to the square of the deviation from a target. If the loss is Rs. $4900$ for a deviation of $7$ units, what would be the loss in Rupees for a deviation of $4$ units from the target? $400$ $1200$ $1600$ $2800$
In manufacturing industries, loss is usually taken to be proportional to the square of the deviation from a target. If the loss is Rs. $4900$ for a deviation of $7$ units...
gatecse
4.0k
points
gatecse
asked
Feb 17, 2018
Quantitative Aptitude
gate2018-ce-2
numerical-ability
profit-loss
+
–
0
votes
0
answers
1318
GATE Civil 2018 Set 2 | GA Question: 7
A faulty wall clock is known to gain $15$ minutes every $24$ hours. It is synchronized to the correct time at $9$ AM on $11$th July. What will be the correct time to the nearest minute when the clock shows $2$ PM on $15$th July of the same year? $12:45$ PM $12:58$ PM $1:00$ PM $2:00$ PM
A faulty wall clock is known to gain $15$ minutes every $24$ hours. It is synchronized to the correct time at $9$ AM on $11$th July. What will be the correct time to the ...
gatecse
4.0k
points
gatecse
asked
Feb 17, 2018
Analytical Aptitude
gate2018-ce-2
analytical-aptitude
clock-time
+
–
0
votes
0
answers
1319
GATE Civil 2018 Set 2 | GA Question: 8
The annual average rainfall in a tropical city is $1000$ mm. On a particular rainy day ($24$-hour period), the cumulative rainfall experienced by the city is shown in the graph. Over the $24$-hour period, $50$% of the rainfall falling on a rooftop, ... tank. What is the total volume of water collected in the tank litters? $25,000$ $18, 750$ $7,500$ $3.125$
The annual average rainfall in a tropical city is $1000$ mm. On a particular rainy day ($24$-hour period), the cumulative rainfall experienced by the city is shown in the...
gatecse
4.0k
points
gatecse
asked
Feb 17, 2018
Quantitative Aptitude
gate2018-ce-2
numerical-ability
data-interpretation
graphical-data
+
–
1
votes
0
answers
1320
GATE Civil 2018 Set 2 | GA Question: 9
Given that $\dfrac{\log P}{y-z} = \dfrac{\log Q}{z-x} = \dfrac{\log R}{x-y} = 10$ for $x \neq y \neq z$, what is the value of the product $PQR$? $0$ $1$ $xyz$ $10^{xyz}$
Given that $\dfrac{\log P}{y-z} = \dfrac{\log Q}{z-x} = \dfrac{\log R}{x-y} = 10$ for $x \neq y \neq z$, what is the value of the product $PQR$?$0$$1$$xyz$$10^{xyz}$
gatecse
4.0k
points
gatecse
asked
Feb 17, 2018
Quantitative Aptitude
gate2018-ce-2
general-aptitude
numerical-ability
logarithms
+
–
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