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Recent questions tagged gate2016-ce-1
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GATE2016-1-27
The value of $\int_0^{\infty} \dfrac{1}{1+x^2} dx + \int _0^{\infty} \dfrac{\sin x}{x} dx$ is$\dfrac{\pi}{2} \\$$\pi \\$$\dfrac{3 \pi}{2} \\$$1$
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Calculus
gate2016-ce-1
calculus
definite-integral
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GATE2016-1-32
Two beams $PQ$ (fixed at $P$ and with a roller support at $Q$, as shown in Figure I, which allows vertical movement) and $XZ$ (with a hinge at $Y$) are shown in the Figur...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Structural Analysis
gate2016-ce-1
analysis-of-beams
structural-engineering
structural-analysis
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0
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0
0 answers
GATE2016-1-33
A plane truss with applied loads is shown in the figure.The members which do not carry any force areFT, TG, HU, MP, PLET, GS, UR, VR, QLFT, GS, HU, MP, QLMP, PL, HU, FT, ...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Structural Analysis
gate2016-ce-1
structural-analysis
structural-engineering
analysis-of-trusses
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–
0
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0
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GATE2016-1-34
A rigid member ACB is shown in the figure. The member is supported at A and B by pinned and guided roller supports, respectively. A force $\color{Red}{P}$ acts at $C$ as ...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Engineering Mechanics
gate2016-ce-1
engineering-mechanics
structural-engineering
rigid-bodies
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0
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0
0 answers
GATE2016-1-35
A reinforced concrete (RC) beam with width of $250$ mm and effective depth of $400$ mm is reinforced with $Fe415$ steel. As per the provisions of $IS \: 456-2000$, the mi...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Concrete Structures
gate2016-ce-1
reinforced-concrete-beam
concrete-structures
structural-engineering
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0
0 votes
0
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GATE2016-1-36
For $M25$ concrete with creep coefficient of $1.5$, the long-term static modulus of elasticity (expressed in MPa) as per the provisions of $IS:456-2000$ is _____
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Concrete Structures
gate2016-ce-1
numerical-answers
concrete-structures
structural-engineering
concrete-with-creep-coefficient
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0
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GATE2016-1-37
A propped cantilever of span $L$ carries a vertical concentrated load at the mid-span. If the plastic moment capacity of the section is $M_p$, the magnitude of the collap...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Concrete Structures
gate2016-ce-1
concrete-structures
structural-engineering
plastic-analysis
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–
0
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0
0 answers
GATE2016-1-38
Two plates are connected by fillet welds of size $10$ mm and subjected to tension, as shown in the figure. The thickness of each plate is $12$ mm. The yield stress and th...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Steel Structures
gate2016-ce-1
steel-structures
structural-engineering
yield-and-tensile-stress
plate-girders
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0
0 votes
0
0 answers
GATE2016-1-39
The Optimistic Time (O), Most likely Time (M) and Pessimistic Time (P) (in days) of the activities in the critical path are given below in the format O – M – P.The expect...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Construction Materials and Management
gate2016-ce-1
numerical-answers
structural-engineering
construction-materials-and-management
project-planning-and-network-analysis
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–
0
0 votes
0
0 answers
GATE2016-1-40
The porosity (n) and the degree of saturation (S) of a soil sample are $0.7$ and $40 \%$ respectively. In a $100\:m^3$ volume of the soil, the volume (expressed in $m^3$)...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Soil Mechanics
gate2016-ce-1
numerical-answers
soil-mechanics
geotechnical-engineering
porosity
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–
0
0 votes
0
0 answers
GATE2016-1-41
A homogeneous gravity retaining wall supporting a cohesionless backfill is shown in the figure. The lateral active earth pressure at the bottom of the wall is $40$ kPa.Th...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Foundation Engineering
gate2016-ce-1
foundation-engineering
geotechnical-engineering
lateral-earth-pressure
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0
0 votes
0
0 answers
GATE2016-1-42
An undisturbed soil sample was taken from the middle of a clay layer (i.e., $1.5$ m below GL), as shown in figure. The water table was at the top of clay layer. Laborator...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Soil Mechanics
gate2016-ce-1
numerical-answers
soil-mechanics
geotechnical-engineering
undisturbed-soil-sample
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0
0 votes
0
0 answers
GATE2016-1-43
A seepage flow condition is shown in the figure. The saturated unit weight of the soil $\gamma_{sat}=18 \: kN/m^3$. Using unit weight of water, $\gamma_w=9.81 \: kN/m^3$,...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Soil Mechanics
gate2016-ce-1
numerical-answers
soil-mechanics
geotechnical-engineering
seepage-through-soils
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–
0
0 votes
0
0 answers
GATE2016-1-44
A drained triaxial compression test on a saturated clay yielded the effective shear strength parameters as $c’=15$ kPa and $\phi’=22^{\circ}$. Consolidated Undrained tria...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Soil Mechanics
gate2016-ce-1
numerical-answers
soil-mechanics
geotechnical-engineering
shear-strength-parameters
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–
0
0 votes
0
0 answers
GATE2016-1-45
A concrete gravity dam section is shown in the figure. Assuming unit weight of water as $10 \: kN/m^3$ and unit weight of concrete as $24 \: kN/m^3$, the uplift force per...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Concrete Structures
gate2016-ce-1
numerical-answers
concrete-structures
structural-engineering
concrete-gravity-dam
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–
0
0 votes
0
0 answers
GATE2016-1-46
Seepage is occurring through a porous media shown in the figure. The hydraulic conductivity values $(k_1, k_2, k_3)$ are in m/day.The seepage discharge ($m^3/day$ per m) ...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Hydraulics
gate2016-ce-1
water-resources-engineering
hydraulic-conductivity
hydraulics
discharge-and-seepage-velocity
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–
0
0 votes
0
0 answers
GATE2016-1-47
A $4$ m wide rectangular channel, having bed slope of $0.001$ carries a discharge of $16 \: m^3/s$. Considering Manning’s roughness coefficient $=0.012$ and $g=10 \: m/s^...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Hydraulics
gate2016-ce-1
manning's-coefficient
water-resources-engineering
hydraulics
flow-measurement-in-channels
rectangular-channels
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0
0 votes
0
0 answers
GATE2016-1-48
A sector gate is provided on a spillway as shown in the figure. Assuming $g=10 \: m/s^2$, the resultant force per meter length (expressed in kN/m) on the gate will be ___...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Irrigation
gate2016-ce-1
numerical-answers
irrigation
water-resources-engineering
spillways
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–
0
0 votes
0
0 answers
GATE2016-1-49
A hydraulically efficient trapezoidal channel section has a uniform flow depth of $2$ m. The bed width (expressed in m) of the channel is ______
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Hydraulics
gate2016-ce-1
numerical-answers
trapezoidal-channel
water-resources-engineering
hydraulics
flow-measurement-in-channels
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–
0
0 votes
0
0 answers
GATE2016-1-50
Effluent from an industry ‘A’ has a pH of $4.2$. The effluent from another industry ‘B’ has double the hydroxyl (OH) ion concentration than the effluent from industry ‘A’...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Water and Waste Water Quality and Treatment
gate2016-ce-1
numerical-answers
water-and-waste-water-quality-and-treatment
environmental-engineering
effluent-discharge-standards
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–
0
0 votes
0
0 answers
GATE2016-1-51
An electrostatic precipitator (ESP) with $5600\:m^2$ of collector plate area is $96$ percent efficient in treating $185\:m^3/s$ of flue gas from a $200$ MW thermal power ...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Air Pollution
gate2016-ce-1
numerical-answers
electrostatic-precipitator-collector
environmental-engineering
air-pollution
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–
0
0 votes
0
0 answers
GATE2016-1-52
The $2$-day and $4$-day BOD values of a sewage sample are $100$ mg/L and $155$ mg/L, respectively. The value of BOD rate constant (expressed in per day) is __________
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Water and Waste Water Quality and Treatment
gate2016-ce-1
numerical-answers
environmental-engineering
water-and-waste-water-quality-and-treatment
sewage-treatment
bod-rate-constant
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–
0
0 votes
1
1 answer
GATE2016-1-53
A two lane, one-way road with radius of $50$ m is predominantly carrying lorries with wheelbase of $5$ m. The speed of lorries is restricted to be between $60$ kmph and $...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Transportation Infrastructure
gate2016-ce-1
transportation-engineering
transportation-infrastructure
geometric-design-of-highways
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–
0
0 votes
0
0 answers
GATE2016-1-54
While traveling along and against the traffic stream, a moving observer measured the relative flows as $50$ vehicles/hr and $200$ vehicles/hr, respectively. The average s...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Traffic Engineering
gate2016-ce-1
numerical-answers
traffic-engineering
transportation-engineering
density-of-traffic-stream
traffic-studies-on-flow-and-speed
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–
0
0 votes
0
0 answers
GATE2016-1-55
The vertical angles subtended by the top of a tower T at two instrument stations set up at P and Q, are shown in the figure. The two stations are in line with the tower a...
Milicevic3306
1.1k
points
asked
Mar 27, 2018
Geomatics Engineering
gate2016-ce-1
numerical-answers
geomatics-engineering
distance-and-angle-measurement
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