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#1721
List item number 1721
0
0 votes
0
0 answers
GATE2018 CE-2: 41
A $6$ m long simply-supported beam is prestressed as shown in the figure.The beam carries a uniformly distributed load of $6$ kN/m over its entire span. If the effective ...
gatecse
615
points
asked
Feb 17, 2018
Concrete Structures
gate2018-ce-2
numerical-answers
concrete-structures
structural-engineering
prestressed-concrete-beams
+
–
#1722
List item number 1722
0
0 votes
0
0 answers
GATE2018 CE-2: 40
A prismatic propped cantilever beam of span $L$ and plastic moment capacity $M_p$ is subjected to a concentrated load at its mid-span. If the collapse load of the beam is...
gatecse
615
points
asked
Feb 17, 2018
Structural Analysis
gate2018-ce-2
numerical-answers
structural-engineering
structural-analysis
analysis-of-beams
cantilever-beam
+
–
#1723
List item number 1723
0
0 votes
1
1 answer
GATE2018 CE-2: 39
A prismatic beam P-Q-R of flexural rigidity $EI = 1 \times 10^4 kNm^2$ is subjected to a momemnt of $180 kNm$ at Q as shown in the figureThe rotation at Q (in rad. up to ...
gatecse
615
points
asked
Feb 17, 2018
Structural Analysis
gate2018-ce-2
numerical-answers
structural-engineering
structural-analysis
analysis-of-beams
prismatic-beam
+
–
#1724
List item number 1724
0
0 votes
2
2 answers
GATE2018 CE-2: 38
An $8$ m long simply-supported elastic beam of rectangular cross-section ($100$ mm $\times 200 $mm) is subjected to a uniformly distributed load of $10$ kN/m over its ent...
gatecse
615
points
asked
Feb 17, 2018
Structural Analysis
gate2018-ce-2
numerical-answers
structural-engineering
structural-analysis
analysis-of-beams
simply-supported-elastic-beam
+
–
#1725
List item number 1725
0
0 votes
0
0 answers
GATE2018 CE-2: 37
The value (up to two decimal places) of a line integral $\int_C \overrightarrow{F}(\overrightarrow{r}) . d\overrightarrow{r}$, for $ \overrightarrow{F}(\overrightarrow{r...
gatecse
615
points
asked
Feb 17, 2018
Calculus
gate2018-ce-2
numerical-answers
calculus
vector-calculus
line-integral
+
–
#1726
List item number 1726
0
0 votes
0
0 answers
GATE2018 CE-2: 36
A level instrument at a height of $1.320$ m has been placed at a station having a Reduced Level (RL) of $112.565$ m. The instrument reads $-2.835$ m on a levelling staff ...
gatecse
615
points
asked
Feb 17, 2018
Geomatics Engineering
gate2018-ce-2
geomatics-engineering
total-station
+
–
#1727
List item number 1727
0
0 votes
0
0 answers
GATE2018 CE-2: 35
A car follows a slow moving truck (travelling at a speed of $10$ m/s) on a two-lane two-way highway. The car reduces its speed to $10$ m/s and follows the truck maintaini...
gatecse
615
points
asked
Feb 17, 2018
Traffic Engineering
gate2018-ce-2
traffic-engineering
transportation-engineering
traffic-stream
+
–
#1728
List item number 1728
0
0 votes
0
0 answers
GATE2018 CE-2: 34
In a $5$ m wide rectangular channel, the velocity $u$ distribution in the vertical direction $y$ is given by $u=1.25 y^{\frac{1}{6}}$. The distance $y$ is measured from t...
gatecse
615
points
asked
Feb 17, 2018
Hydraulics
gate2018-ce-2
water-resources-engineering
rectangular-channels
hydraulics
+
–
#1729
List item number 1729
0
0 votes
0
0 answers
GATE2018 CE-2: 33
Three soil specimens (Soil $1$, Soil $2$ and Soil $3$), each $150$ mm long and $100$ mm diameter, are placed in series in a instant head flow set-up as shown in the figur...
gatecse
615
points
asked
Feb 17, 2018
Soil Mechanics
gate2018-ce-2
soil-mechanics
geotechnical-engineering
permeability
+
–
#1730
List item number 1730
0
0 votes
0
0 answers
GATE2018 CE-2: 32
A $3$ m high vertical earth retaining wall retains a dry granular backfill with angle of internal friction of $30^{\circ}$ and unit weight of $20 \: kN/m^3$. If the wall...
gatecse
615
points
asked
Feb 17, 2018
Foundation Engineering
gate2018-ce-2
geotechnical-engineering
foundation-engineering
earth-pressure
+
–
#1731
List item number 1731
0
0 votes
0
0 answers
GATE2018 CE-2: 31
A singly-reinforced rectangular concrete beam of width $30$ mm and effective depth $400$ mm is to be designed using $M25$ grade concrete and $Fe500$ grade reinforcing ste...
gatecse
615
points
asked
Feb 17, 2018
Concrete Structures
gate2018-ce-2
concrete-structures
structural-engineering
concrete-beams
+
–
#1732
List item number 1732
0
0 votes
0
0 answers
GATE2018 CE-2: 30
Four bolts P, Q, R and S of equal diameter are used for a bracket subjected to a load of $130$ kN as shown in the figure.The force in bolt P is$32.50$ kN$69.32$ kN$82.50$...
gatecse
615
points
asked
Feb 17, 2018
Steel Structures
gate2018-ce-2
structural-engineering
force-in-bolt
steel-structures
bracket-connection
+
–
#1733
List item number 1733
0
0 votes
0
0 answers
GATE2018 CE-2: 29
Two rigid bodies of mass $5$ kg and $4$ kg are at rest on a frictionless surface until acted upon by a force of $36$ N as shown in the figure. The contact force generated...
gatecse
615
points
asked
Feb 17, 2018
Engineering Mechanics
gate2018-ce-2
rigid-bodies
engineering-mechanics
structural-engineering
+
–
#1734
List item number 1734
0
0 votes
0
0 answers
GATE2018 CE-2: 28
The rank of the following matrix is $\\ \begin{pmatrix} 1 & 1 & 0 & -2 \\ 2 & 0 & 2 & 2 \\ 4 & 1 & 3 & 1 \end{pmatrix}$$1$$2$$3$$4$
gatecse
615
points
asked
Feb 17, 2018
Linear Algebra
gate2018-ce-2
linear-algebra
matrices
rank-of-matrix
+
–
#1735
List item number 1735
0
0 votes
0
0 answers
GATE2018 CE-2: 27
The Laplace transform $F(s)$ of the exponential function, $f(t) = e^{at}$ when $t \geq 0$, where $a$ is a constant and $(s-a) >0$, is$\dfrac{1}{s+a} \\$$\dfrac{1}{s-a} \\...
gatecse
615
points
asked
Feb 17, 2018
Ordinary Differential Equation (ODE)
gate2018-ce-2
ordinary-differential-equation
laplace-transform
+
–
#1736
List item number 1736
0
0 votes
1
1 answer
GATE2018 CE-2: 26
The matrix $\begin{pmatrix} 2 & -4 \\ 4 & -2 \end{pmatrix}$ hasreal eigenvalues and eigenvectorsreal eigenvalues but complex eigenvectorscomplex eigenvalues but real eige...
gatecse
615
points
asked
Feb 17, 2018
Linear Algebra
gate2018-ce-2
linear-algebra
matrices
eigen-values
eigen-vectors
+
–
#1737
List item number 1737
0
0 votes
1
1 answer
GATE2018 CE-2: 25
A culvert is designed for a flood frequency of $100$ years and a useful life of $20$ years. The risk involved in the design of the culvert (in percentage, up to two decim...
gatecse
615
points
asked
Feb 17, 2018
Hydrology
gate2018-ce-2
numerical-answers
flood-estimation-and-routing
hydrology
water-resources-engineering
+
–
#1738
List item number 1738
0
0 votes
0
0 answers
GATE2018 CE-2: 24
The intensity of irrigation for the $\textit{kharif}$ season is $50 \%$ for an irrigation project with culturable command area of $50,000 $ hectares. The duty for the $\t...
gatecse
615
points
asked
Feb 17, 2018
Irrigation
gate2018-ce-2
numerical-answers
irrigation
water-resources-engineering
canal-regulatory-works
+
–
#1739
List item number 1739
0
0 votes
0
0 answers
GATE2018 CE-2: 23
A fillet weld is simultaneously subjected to factored normal and shear stresses of $120$ MPa and $50$ MPa, respectively. As per $\text{ IS }800:2007$, the equivalent stre...
gatecse
615
points
asked
Feb 17, 2018
Solid Mechanics
gate2018-ce-2
numerical-answers
solid-mechanics
structural-engineering
shear-stress
equivalent-stress
+
–
#1740
List item number 1740
0
0 votes
0
0 answers
GATE2018 CE-2: 22
A reinforced-concrete slab with effective depth of $80$ mm is simply supported at two opposite ends on $230$ mm thick masonry walls. The centre-to-centre distance between...
gatecse
615
points
asked
Feb 17, 2018
Concrete Structures
gate2018-ce-2
numerical-answers
concrete-structures
structural-engineering
concrete-slabs
+
–
#1741
List item number 1741
0
0 votes
1
1 answer
GATE2018 CE-2: 21
As per $\text{IS }456:2000$, the minimum percentage of tension reinforcement (up to two decimal places) required in reinforced-concrete beams of rectangular cross-section...
gatecse
615
points
asked
Feb 17, 2018
Steel Structures
gate2018-ce-2
numerical-answers
steel-structures
structural-engineering
reinforced-concrete-beam
+
–
#1742
List item number 1742
0
0 votes
1
answers
1 answer
GATE2018 CE-2: 20
The quadratic equation $2x^2 - 3x +3=0$ is to be solved numerically starting with an initial guess as $x_0=2$. The new estimate of $x$ after the first iteration using New...
gatecse
615
points
asked
Feb 17, 2018
Numerical Methods
gate2018-ce-2
numerical-methods
newton-raphson-method
numerical-answers
+
–
#1743
List item number 1743
0
0 votes
0
0 answers
GATE2018 CE-2: 19
Probability (up to one decimal place) of consecutively picking $3$ red balls without replacement from a box containing $5$ red balls and $1$ white ball is ___________
gatecse
615
points
asked
Feb 17, 2018
Probability and Statistics
gate2018-ce-2
probability-and-statistics
probability
conditional-probability
numerical-answers
+
–
#1744
List item number 1744
0
0 votes
0
0 answers
GATE2018 CE-2: 18
The initial concavity in the load-penetration curve of a CBR test is NOT due touneven top surfacehigh impact at start of loadinginclined penetration plungersoft top layer...
gatecse
615
points
asked
Feb 17, 2018
Foundation Engineering
gate2018-ce-2
foundation-engineering
geotechnical-engineering
load-penetration-curve
standard-penetration-test
+
–
#1745
List item number 1745
0
0 votes
0
0 answers
GATE2018 CE-2: 17
As per $\text{IRC:}37-2012$, in order to control subgrade rutting in flexible pavements, the parameter to be considered ishorizontal tensile strain at the bottom of bitum...
gatecse
615
points
asked
Feb 17, 2018
Highway Pavements
gate2018-ce-2
highway-pavements
transportation-engineering
design-of-pavements-using-irc-codes
+
–
#1746
List item number 1746
0
0 votes
0
0 answers
GATE2018 CE-2: 16
Peak Hour Factor (PHF) is used to represent the proportion of peak sub-hourly traffic flow within the peak hour. If $15$-minute sub-hours are considered, the theoreticall...
gatecse
615
points
asked
Feb 17, 2018
Traffic Engineering
gate2018-ce-2
peak-hour-factor
traffic-engineering
transportation-engineering
+
–
#1747
List item number 1747
0
0 votes
0
0 answers
GATE2018 CE-2: 15
In the figures, Group I represents the atmospheric temperature profiles (P, Q, R and S) and Group II represents dispersion of pollutants from a smoke stack $(1, 2, 3$ and...
gatecse
615
points
asked
Feb 17, 2018
Air Pollution
gate2018-ce-2
environmental-engineering
air-pollution
sources-and-impacts-of-pollutants
+
–
#1748
List item number 1748
0
0 votes
1
1 answer
GATE2018 CE-2: 14
As per $\text{IS }10500:2012$, for drinking water in the absence of alternate source of water, the permissible limits for chloride and sulphate, in mg/L, respectively are...
gatecse
615
points
asked
Feb 17, 2018
Water and Waste Water Quality and Treatment
gate2018-ce-2
environmental-engineering
permissible-limits
water-and-waste-water-quality-and-treatment
chemical-parameters
+
–
#1749
List item number 1749
0
0 votes
0
0 answers
GATE2018 CE-2: 13
For a given discharge in an open channel, there are two depths which have the same specific energy. These two depths are known asalternate depthscritical depthsnormal dep...
gatecse
615
points
asked
Feb 17, 2018
Water Resources Engineering
gate2018-ce-2
water-resources-engineering
hydraulics
energy-depth-relationships
+
–
#1750
List item number 1750
0
0 votes
0
0 answers
GATE2018 CE-2: 12
Dupuit's assumptions are valid forartesian aquiferconfined aquiferleaky aquiferunconfined aquifer
gatecse
615
points
asked
Feb 17, 2018
Water Resources Engineering
gate2018-ce-2
dupuit's-assumptions
aquifers
water-resources-engineering
hydrology
+
–
#1751
List item number 1751
0
0 votes
0
0 answers
GATE2018 CE-2: 11
The clay mineral, whose structural units are held together by potassium bond isHalloysiteIlliteKaoliniteSmectite
gatecse
615
points
asked
Feb 17, 2018
Geotechnical Engineering
gate2018-ce-2
geotechnical-engineering
clay-mineral
characteristics-of-clay
+
–
#1752
List item number 1752
1
1 vote
0
0 answers
GATE2018 CE-2: 10
Which one of the following statements is NOT correct?When the water content of soil lies between its liquid limit and plastic limit, the soil is said to be in plastic sta...
gatecse
615
points
asked
Feb 17, 2018
Geotechnical Engineering
gate2018-ce-2
geotechnical-engineering
foundation-engineering
boussinesq's-theory
+
–
#1753
List item number 1753
0
0 votes
0
0 answers
GATE2018 CE-2: 9
The contact pressure and settlement distribution for a footing are shown in the figure.The figure corresponds to arigid footing on a granular soilflexible footing on a g...
gatecse
615
points
asked
Feb 17, 2018
Foundation Engineering
gate2018-ce-2
foundation-engineering
geotechnical-engineering
settlement-analysis-in-sands-and-clays
combined-footing
+
–
#1754
List item number 1754
0
0 votes
0
0 answers
GATE2018 CE-2: 8
A flownet below a dam consists of $24$ equipotential drops and $7$ flow channels. The difference between the upstream the upstream and downstream water levels is $6$ m. T...
gatecse
615
points
asked
Feb 17, 2018
Soil Mechanics
gate2018-ce-2
geotechnical-engineering
soil-mechanics
seepage-through-soils
+
–
#1755
List item number 1755
0
0 votes
0
0 answers
GATE2018 CE-2: 7
A vertical load of $10$ kN acts on a hinge located at a distance of $L/4$ from the roller support Q of a beam of length $L$ (see figure).The vertical reaction at support ...
gatecse
615
points
asked
Feb 17, 2018
Structural Analysis
gate2018-ce-2
structural-engineering
structural-analysis
analysis-of-beams
+
–
#1756
List item number 1756
0
0 votes
0
0 answers
GATE2018 CE-2: 6
A structural member subjected to compression, has both translation and rotation restrained at one end, while only translation is restrained at the other end. As per $\tex...
gatecse
615
points
asked
Feb 17, 2018
Structural Engineering
gate2018-ce-2
structural-engineering
steel-structures
design-of-compression-members
+
–
#1757
List item number 1757
0
0 votes
0
0 answers
GATE2018 CE-2: 5
The setting time of cement is determined usingLe Chatelier apparatusBriquette testing apparatusVicat apparatusCasagrande's apparatus
gatecse
615
points
asked
Feb 17, 2018
Construction Materials and Management
gate2018-ce-2
structural-engineering
construction-materials-and-management
setting-time-of-cement
+
–
#1758
List item number 1758
0
0 votes
0
0 answers
GATE2018 CE-2: 4
All the members of the planar truss (see figure), have the same properties in terms of area of cross-section (A) and modulus of elasticity (E).For the loads shown on the ...
gatecse
615
points
asked
Feb 17, 2018
Structural Analysis
gate2018-ce-2
structural-analysis
structural-engineering
trusses
+
–
#1759
List item number 1759
0
0 votes
0
0 answers
GATE2018 CE-2: 3
A probability distribution with right skew is shown in the figure.The correct statement for the probability distribution isMean is equal to modeMean is greater than media...
gatecse
615
points
asked
Feb 17, 2018
Probability and Statistics
gate2018-ce-2
probability-and-statistics
statistics
probability-distribution
mean-median-mode
+
–
#1760
List item number 1760
0
0 votes
0
0 answers
GATE2018 CE-2: 2
The graph of a function $f(x)$ is shown in the figure.For $f(x)$ to be a valid probability density function, the value of $h$ is$1/3$$2/3$$1$$3$
gatecse
615
points
asked
Feb 17, 2018
Probability and Statistics
gate2018-ce-2
probability-and-statistics
probability
probability-density-function
+
–
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