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Recent questions tagged gate2017-ce-2
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GATE2017 CE-2-1
Consider the following simultaneous equations (with $c_1$ and $c_2$ being constants):$3x_1+2x_2=c_1$$4x_1+x_2=c_2$The characteristic equation for these simultaneous equat...
gatecse
615
points
asked
Aug 7, 2019
Linear Algebra
gate2017-ce-2
linear-algebra
system-of-equations
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GATE2017 CE-2-2
Let $w=f(x,y)$, where $x$ and $y$ are functions of $t$. Then, according to the chain rule, $\dfrac{dw}{dt}$ is equal to$\dfrac{dw}{dx} \dfrac{dx}{dt} + \dfrac{dw}{dy} \df...
gatecse
615
points
asked
Aug 7, 2019
Calculus
gate2017-ce-2
calculus
partial-derivatives
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–
0
0 votes
1
1 answer
GATE2017 CE-2-3
Given that the scope of the construction work is well-defined with all its drawings, specifications, quantities and estimates, which one of the following of contract woul...
gatecse
615
points
asked
Aug 7, 2019
Construction Materials and Management
gate2017-ce-2
construction-materials-and-management
structural-engineering
contracts
cost-estimation
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0
0 votes
0
0 answers
GATE2017 CE-2-4
Let $G$ be the specific gravity of soil solids, $w$ the water content in the soil sample, $\gamma_w$ the unit weight of water, and $\gamma_d$ the dry unit weight of the s...
gatecse
615
points
asked
Aug 7, 2019
Soil Mechanics
gate2017-ce-2
soil-mechanics
geotechnical-engineering
compaction-of-soil
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0
0 votes
0
0 answers
GATE2017 CE-2-5
Consider the following statements related to pore pressure parameters, $A$ and $B$:$A$ always lies between $0$ and $1.0$$A$ can be less than $0$ or greater than $1.0$$B$ ...
gatecse
615
points
asked
Aug 7, 2019
Soil Mechanics
gate2017-ce-2
geotechnical-engineering
soil-mechanics
pore-pressure
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0
0 votes
0
0 answers
GATE2017 CE-2-6
Consider a rigid retaining wall with partially submerged cohesionless backfill with a surcharge. Which one of the following diagrams closely represents the Rankine’s acti...
gatecse
615
points
asked
Aug 7, 2019
Foundation Engineering
gate2017-ce-2
foundation-engineering
environmental-engineering
rankine's-theory
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0
0 votes
0
0 answers
GATE2017 CE-2-7
If a centrifugal pump has an impeller speed of $N$ (in rpm), discharge $Q$ (in $m^3/s$) and the total head $H$ (in $m$), the expression for the specific speed $N_s$ of t...
gatecse
615
points
asked
Aug 7, 2019
Hydraulics
gate2017-ce-2
hydraulics
water-resources-engineering
specific-speed-of-pumps
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0
0 votes
0
0 answers
GATE2017 CE-2-8
As per Noise Pollution (Regulation and Control) Rules $2000$ of India, the day time noise limit for a residential zone, expressed in dB(A)L$_{eq}$, is$55$$65$$75$$85$
gatecse
615
points
asked
Aug 7, 2019
Noise Pollution
gate2017-ce-2
noise-pollution
environmental-engineering
permissible-limits-of-noise-pollution
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–
0
0 votes
0
0 answers
GATE2017 CE-2-9
Following observations have ben made for the elevation and temperature to ascertain the stability of the atmosphere:$$\begin{array}{|c|c|} \hline \text{Elevation (in m) }...
gatecse
615
points
asked
Aug 7, 2019
Air Pollution
gate2017-ce-2
environmental-engineering
air-pollution
atmosphere
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0
0 votes
0
0 answers
GATE2017 CE-2-10
The most important type of species involved in the degradation of organic matter in the case of activated sludge process isautotrophsheterotrophsprototrophsphoto-autotrop...
gatecse
615
points
asked
Aug 7, 2019
Water and Waste Water Quality and Treatment
gate2017-ce-2
water-and-waste-water-quality-and-treatment
environmental-engineering
sludge-disposal
activated-sludge-process
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0 votes
0
0 answers
GATE2017 CE-2-11
For a broad gauge railway track on a horizontal curve of radius $R$ (in m), the equilibrium cant $e$ required for a train moving at a speed of $V$ (in km per hour) is$e= ...
gatecse
615
points
asked
Aug 7, 2019
Transportation Infrastructure
gate2017-ce-2
transportation-infrastructure
transportation-engineering
geometric-design-of-railway-track
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–
0
0 votes
0
0 answers
GATE2017 CE-2-12
The safety within a roundabout and the efficiency of a roundabout can be increased, respectively, byincreasing the entry radius and increasing the exit radiusincreasing t...
gatecse
615
points
asked
Aug 7, 2019
Traffic Engineering
gate2017-ce-2
transportation-engineering
traffic-engineering
traffic-control
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–
0
0 votes
0
0 answers
GATE2017 CE-2-13
The method of orientation used, when the plane table occupies a position not yet located on the map, is called astraversingradiationlevellingresection
gatecse
615
points
asked
Aug 7, 2019
Geomatics Engineering
gate2017-ce-2
maps
geomatics-engineering
traversing-survey
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0
0 votes
0
0 answers
GATE2017 CE-2-14
Consider the following frame in the figure:If the axial and shear deformations in different members of the frame are assumed to be negligible, the reduction in the degree...
gatecse
615
points
asked
Aug 7, 2019
Structural Analysis
gate2017-ce-2
structural-analysis
analysis-of-frames
structural-engineering
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–
0
0 votes
0
0 answers
GATE2017 CE-2-15
Let the characteristic strength be defined as that value, below which not more than $50 \%$ of the results are expected to fall. Assuming a standard deviation of $4$ MPa,...
gatecse
615
points
asked
Aug 7, 2019
Construction Materials and Management
gate2017-ce-2
construction-materials-and-management
structural-engineering
concrete-mix-design
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–
0
0 votes
0
0 answers
GATE2017 CE-2-16
In a material under a state of plane strain, a $10 \times 10$ mm square centered at a point gets deformed as shown in the figure.If the shear strain $\gamma_{xy}$ at this...
gatecse
615
points
asked
Aug 7, 2019
Solid Mechanics
gate2017-ce-2
solid-mechanics
structural-engineering
shear-strain
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–
0
0 votes
0
0 answers
GATE2017 CE-2-17
The plate load test was conducted on a clayey strata by using a plate of $0.3 \: m \times 0.3 \: m$ dimensions, and the ultimate load per unit area for the plate for foun...
gatecse
615
points
asked
Aug 7, 2019
Foundation Engineering
gate2017-ce-2
foundation-engineering
geotechnical-engineering
plate-load-test
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0
0 votes
0
0 answers
GATE2017 CE-2-18
For a construction project, the mean and standard deviation of the completion time are $200$ days and $6.1$ days, respectively. Assume normal distribution and use the val...
gatecse
615
points
asked
Aug 7, 2019
Construction Materials and Management
gate2017-ce-2
numerical-answers
construction-materials-and-management
structural-engineering
construction-project
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–
0
0 votes
0
0 answers
GATE2017 CE-2-19
The divergence of the vector field $V=x^2 i + 2y^3 j + z^4 k$ at $x=1, \: y=2, \: z=3$ is ________
gatecse
615
points
asked
Aug 7, 2019
Calculus
gate2017-ce-2
calculus
vector-calculus
divergence
numerical-answers
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0 votes
0
0 answers
GATE2017 CE-2-20
A two-faced fair coin has its faces designated as head (H) and tail (T). This coin is tossed three times in succession to record the following outcomes: H, H, H. If the c...
gatecse
615
points
asked
Aug 7, 2019
Probability and Statistics
gate2017-ce-2
numerical-answers
probability-and-statistics
probability
conditional-probability
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–
0
0 votes
0
0 answers
GATE2017 CE-2-21
A sheet pile has an embedment depth of $12$ m in a homogeneous soil stratum. The coefficient of permeability of soil is $10^{-6} m/s$. Difference in the water levels betw...
gatecse
615
points
asked
Aug 7, 2019
Foundation Engineering
gate2017-ce-2
numerical-answers
foundation-engineering
geotechnical-engineering
types-of-piles
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–
0
0 votes
0
0 answers
GATE2017 CE-2-22
The VPI (vertical point of section) is $100$ m away (when measured along the horizontal) from the VPC (vertical point of curvature). If the vertical is parabolic, the len...
gatecse
615
points
asked
Aug 7, 2019
Geomatics Engineering
gate2017-ce-2
numerical-answers
geomatics-engineering
vertical-curve
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–
0
0 votes
0
0 answers
GATE2017 CE-2-23
During a storm event in a certain period, the rainfall intensity is $3.5$ cm/hour and the $\Phi$-index is $1.5$ cm/hour. The intensity of effective rainfall (in cm/hour, ...
gatecse
615
points
asked
Aug 7, 2019
Hydrology
gate2017-ce-2
numerical-answers
water-resources-engineering
hydrology
hydrographs
surface-runoff-models
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–
0
0 votes
0
0 answers
GATE2017 CE-2-24
The infiltration capacity of a soil follows the Horton’s exponential model, $f=c_1+c_2e^{-kt}$. During an experiment, the initial infiltration capacity was observed to be...
gatecse
615
points
asked
Aug 7, 2019
Hydrology
gate2017-ce-2
numerical-answers
water-resources-engineering
hydrology
infiltration
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–
0
0 votes
0
0 answers
GATE2017 CE-2-25
While aligning a hill road with a ruling gradient $6\%$, a horizontal curve of radius $50 \: m$ is encountered. The grade compensation (in percentage, up to two decimal p...
gatecse
615
points
asked
Aug 7, 2019
Geomatics Engineering
gate2017-ce-2
numerical-answers
geomatics-engineering
horizontal-and-vertical-curves
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–
0
0 votes
0
0 answers
GATE2017 CE-2-26
The tangent to the curve represented by $y=x \text{ ln }x$ is required to have $45^{\circ}$ inclination with the $x$-axis. The coordinates of the tangent point would be$(...
gatecse
615
points
asked
Aug 7, 2019
Calculus
gate2017-ce-2
calculus
curves
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–
0
0 votes
0
0 answers
GATE2017 CE-2-27
Consider the following definite integral: $I= \displaystyle{} \int_0^1 \dfrac{(\sin ^{-1}x)^2}{\sqrt{1-x^2}} dx$. The value of the integral is$\dfrac{\pi ^3}{24} \\$$\dfr...
gatecse
615
points
asked
Aug 7, 2019
Calculus
gate2017-ce-2
calculus
definite-integral
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–
0
0 votes
1
1 answer
GATE2017 CE-2-28
If $A = \begin{bmatrix} 1 & 5 \\ 6 & 2 \end{bmatrix}$ and $B= \begin{bmatrix} 3 & 7 \\ 8 & 4 \end{bmatrix}, \: AB^T$ is equal to$\begin{bmatrix} 38 & 28 \\ 32 & 56 \end{b...
gatecse
615
points
asked
Aug 7, 2019
Linear Algebra
gate2017-ce-2
linear-algebra
matrices
matrix-algebra
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–
0
0 votes
0
0 answers
GATE2017 CE-2-29
Consider the following second-order differential equation: $y’’ – 4y’+3y =2t -3t^2$. The particular solution of the differential solution equation is$ – 2 -2t-t^2$$ – 2t-...
gatecse
615
points
asked
Aug 7, 2019
Partial Differential Equation (PDE)
gate2017-ce-2
ordinary-differential-equation
second-order-differential-equation
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–
0
0 votes
0
0 answers
GATE2017 CE-2-30
Group I gives a list of test methods and test apparatus for evaluating some of the properties of Ordinary Portland Cement (OPC) and concrete. Group II gives the list of t...
gatecse
615
points
asked
Aug 7, 2019
Construction Materials and Management
gate2017-ce-2
structural-engineering
construction-materials-and-management
concrete-constituents--mix-design
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–
0
0 votes
0
0 answers
GATE2017 CE-2-31
Two prismatic beams having the same flexural rigidity of $1000 \: kN-m^2$ are shown in the figures.If the mid-span deflections of these beams are denoted by $\delta_1$ an...
gatecse
615
points
asked
Aug 7, 2019
Structural Analysis
gate2017-ce-2
structural-analysis
structural-engineering
analysis-of-beams
prismatic-beam
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–
0
0 votes
0
0 answers
GATE2017 CE-2-32
Consider the prismatic beams with the clamped supports P, Q, and R as shown in the figures.Given that eh modulus of elasticity, $E$ is $2.5 \times 10^4$ MPa; and the mome...
gatecse
615
points
asked
Aug 7, 2019
Structural Analysis
gate2017-ce-2
structural-engineering
structural-analysis
analysis-of-beams
prismatic-beam
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–
0
0 votes
0
0 answers
GATE2017 CE-2-33
Consider the following statements:Walls of one brick thick are measured in square metersWalls of one brick thick are measured in cubic metersNo deduction in the brickwork...
gatecse
615
points
asked
Aug 7, 2019
Construction Materials and Management
gate2017-ce-2
construction-materials-and-management
structural-engineering
bricks
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–
0
0 votes
0
0 answers
GATE2017 CE-2-34
Two identical concrete piles having the plan dimensions $50 \: cm \times 50 \: cm$ are driven into a homogeneous sandy layers as shown in the figures. Consider the bearin...
gatecse
615
points
asked
Aug 7, 2019
Foundation Engineering
gate2017-ce-2
foundation-engineering
geotechnical-engineering
bearing-capacity
types-of-piles
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–
0
0 votes
0
0 answers
GATE2017 CE-2-35
Following are the statements related to the stress paths in a triaxial testing of soils:If $\sigma_1 = \sigma_3$, the stress point lies at the origin of the $p-q$ plotIf ...
gatecse
615
points
asked
Aug 7, 2019
Soil Mechanics
gate2017-ce-2
soil-mechanics
geotechnical-engineering
stress-paths
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–
0
0 votes
0
0 answers
GATE2017 CE-2-36
Two cars P and Q are moving in a racing track continuously for two hours. Assume that no other vehicles are using the track during this time. The expressions relating the...
gatecse
615
points
asked
Aug 7, 2019
Traffic Engineering
gate2017-ce-2
traffic-engineering
transportation-engineering
traffic-studies-on-flow-and-speed
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–
0
0 votes
0
0 answers
GATE2017 CE-2-37
For the construction of a highway, a cut is to be made as shown in the figure.The soil exhibits $c’=20$ kPa, $\phi’=18^{\circ}$, and the undrained shear strength $=80$ kP...
gatecse
615
points
asked
Aug 7, 2019
Transportation Infrastructure
gate2017-ce-2
transportation-engineering
transportation-infrastructure
geometric-design-of-highways
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–
0
0 votes
0
0 answers
GATE2017 CE-2-38
Two towers, A and B, standing vertically on a horizontal ground, appear in a vertical aerial photograph as shown in the figure.The length of the image of the tower A on t...
gatecse
615
points
asked
Aug 7, 2019
Geomatics Engineering
gate2017-ce-2
numerical-answers
geomatics-engineering
photogrammetry
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–
0
0 votes
0
0 answers
GATE2017 CE-2-39
A hallow circular shaft has an outer diameter of $100 $ mm and inner diameter of $50 $ mm. If the allowable shear stress is $125$ MPa, the maximum torque (in kN-m) that t...
gatecse
615
points
asked
Aug 7, 2019
Solid Mechanics
gate2017-ce-2
numerical-answers
solid-mechanics
structural-engineering
shear-stress
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–
0
0 votes
0
0 answers
GATE2017 CE-2-40
A simply supprted rectangular concrete beam of span $8$ m has to be prestressed with a force of $1600$ kN. The tendon is of parabolic profile having zero eccentricity at ...
gatecse
615
points
asked
Aug 7, 2019
Concrete Structures
gate2017-ce-2
numerical-answers
concrete-structures
structural-engineering
ultimate-load-design-concepts
design-of-beams
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