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Recent questions tagged gate2015-ce-1
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GATE2015-1-29
Consider the following complex function:$$f(z) = \frac{9}{(z-1)(z+2)^2}$$Which of the following is one of the residues of the above function?$-1$$9/16$$2$$9$
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Calculus
gate2015-ce-1
calculus
complex-function
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GATE2015-1-30
The directional derivative of the field $u(x,y,z) = x^2-3yz$ in the direction of the vector $(\hat{i}+\hat{j}-2 \hat{k})$ at point $(2, -1, 4)$ is _________.
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Calculus
gate2015-ce-1
numerical-answers
calculus
vector-identities
directional-derivatives
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0
0 votes
0
0 answers
GATE2015-1-31
The composition of an air-entrained concrete is given below:$\begin{array}{lcr} \text{Water} & : & 184 \: kg/m^3 \\ \text{Ordinary Portland Cement (OPC)} & : & 368 \: kg/...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Structural Engineering
gate2015-ce-1
numerical-answers
structural-engineering
concrete-structures
air-entrained-concrete
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0
0 answers
GATE2015-1-32
The bracket plate connected to a column flange transmits a load of $100$ kN as shown in the following figure. The maximum force for which the bolts should be designed is ...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Steel Structures
gate2015-ce-1
numerical-answers
structural-engineering
steel-structures
bracket-connection
plates
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0
0 votes
0
0 answers
GATE2015-1-35
A tapered circular rod of diameter varying from $20$ mm to $10$ mm is connected to another uniform circular rod of diameter $10$ mm as shown in the following figure. Both...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Solid Mechanics
gate2015-ce-1
numerical-answers
structural-engineering
solid-mechanics
modulus-of-elasticity
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–
0
0 votes
0
0 answers
GATE2015-1-36
Two beams are connected by a linear spring as shown in the following figure. For a load $P$ as shown in the figure, the percentage of the applied load $P$ carried by the ...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Concrete Structures
gate2015-ce-1
numerical-answers
concrete-structures
structural-engineering
transfer-and-service-loads
beams
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0
0 votes
0
0 answers
GATE2015-1-37
For the $2D$ truss with the applied loads shown below, the strain energy in the member $XY$ is _____ kN-m. For member $XY$, assume $AE=30$ kN, where $A$ is cross-section ...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Structural Analysis
gate2015-ce-1
numerical-answers
structural-analysis
structural-engineering
trusses
strain-energy
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0
0 votes
0
0 answers
GATE2015-1-38
An earth embankment is to be constructed with compacted cohesionless soil. The volume of the embankment is $5000 \: m^3$ and the target dry unit weight is $16.2 \: kN/m^3...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Soil Mechanics
gate2015-ce-1
soil-mechanics
geotechnical-engineering
earth-embankment
void-ratio
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0
0 votes
0
0 answers
GATE2015-1-39
A water tank is to be constructed on the soil deposit shown in the figure below. A circular footing of diameter $3$ m and depth of embedment $1$ m has been designed to su...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Soil Mechanics
gate2015-ce-1
numerical-answers
soil-mechanics
geotechnical-engineering
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0
0 votes
0
0 answers
GATE2015-1-40
A $20$ m thick clay layer is sandwiched between a silty sand layer and a gravelly sand layer. The layer experiences $30$ mm settlement in $2$ years.Given:$T_v = \begin{ca...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Foundation Engineering
gate2015-ce-1
numerical-answers
foundation-engineering
geotechnical-engineering
settlement-analysis-in-sands-and-clays
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–
0
0 votes
0
0 answers
GATE2015-1-41
A non-homogeneous soil deposit consists of a silt layer sandwiched between a fine-sand layer at top and a clay layer below. Permeability of the silt layer is $10$ times t...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Soil Mechanics
gate2015-ce-1
numerical-answers
soil-mechanics
geotechnical-engineering
permeability
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–
0
0 votes
0
0 answers
GATE2015-1-42
A square footing $(2\:m \times 2\:m)$ is subjected to an inclined point load, $P$ as shown in the figure below. The water table is located well below the base of the foot...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Foundation Engineering
gate2015-ce-1
numerical-answers
foundation-engineering
geotechnical-engineering
square-footing
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–
0
0 votes
1
1 answer
GATE2015-1-43
Two reservoirs are connected through a $930$ m long, $0.3$ m diameter pipe, which has a gate valve. The pipe entrance is sharp (loss coefficient $=0.5$) and the valve is ...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydrology
gate2015-ce-1
numerical-answers
hydrology
water-resources-engineering
reservoir
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–
0
0 votes
0
0 answers
GATE2015-1-44
A hydraulic jump is formed in a $2$ m wide rectangular channel which is horizontal and frictionless. The post-jump depth and velocity are $0.8$ , and $1$ m/s, respectivel...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydraulics
gate2015-ce-1
numerical-answers
hydraulics
water-resources-engineering
hydraulic-jump
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–
0
0 votes
0
0 answers
GATE2015-1-45
A short reach of a $2$ m wide rectangular open channel has its bed level rising in the direction of flow at a slope of $1$ in $10000$. It carries a discharge of $4 m^3/s$...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydraulics
gate2015-ce-1
numerical-answers
hydraulics
water-resources-engineering
flow-measurement-in-channels
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–
0
0 votes
0
0 answers
GATE2015-1-46
The drag force, $F_D$, on a sphere kept in a uniform flow field, depends on the diameter of the sphere $D$; flow velocity, $V$, fluid density, $\rho$; and dynamic viscosi...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Fluid Mechanics
gate2015-ce-1
fluid-mechanics
water-resources-engineering
dimensional-analysis
flow-in-pipes
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–
0
0 votes
1
1 answer
GATE2015-1-47
In a catchment, there are four rain-gauge stations, $P, Q, R$, and $S$. Normal annual precipitation values at these stations are $780$ mm, $850$ mm, $920$ mm, and $980$ m...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydrology
gate2015-ce-1
numerical-answers
hydrology
water-resources-engineering
precipitation
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–
0
0 votes
1
1 answer
GATE2015-1-48
The $4$-hr unit hydrograph for a catchment is given in the table below. What would be the maximum ordinate of the S – curve (in $m^3/s$) derived from this hydrograph?$$\b...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Hydrology
gate2015-ce-1
numerical-answers
hydrology
water-resources-engineering
hydrographs
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–
0
0 votes
0
0 answers
GATE2015-1-49
The concentration of Sulfur Dioxide $(SO_2)$ in ambient atmosphere was measured as $30 \: \mu g /m^3$. Under the same conditions, the above $SO_2$ concentration expressed...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Air Pollution
gate2015-ce-1
numerical-answers
environmental-engineering
air-pollution
air-quality-standards-index-and-limits
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–
0
0 votes
0
0 answers
GATE2015-1-50
Consider a primary sedimentation tank (PST) in a water treatment plant with Surface Overflow Rate (SOR) of $40\:m^3/m^2/d$. The diameter of the spherical particle which w...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Water and Waste Water Quality and Treatment
gate2015-ce-1
numerical-answers
water-and-waste-water-quality-and-treatment
environmental-engineering
water-treatment-plant
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–
0
0 votes
0
0 answers
GATE2015-1-51
The acceleration-time relationship for a vehicle subjected to non-uniform acceleration is,$$\dfrac{dv}{dt} = (\alpha\: – \beta v_0) e^{ - \beta t}$$where, $v$ is the spee...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Traffic Engineering
gate2015-ce-1
numerical-answers
traffic-engineering
transportation-engineering
speed
acceleration-time-relationship
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–
0
0 votes
0
0 answers
GATE2015-1-52
On a circular curve, the rate of superelevation is $e$. While negotiating the curve a vehicle comes to a stop. It is seen that the stopped vehicle does not slide inwards ...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Traffic Engineering
gate2015-ce-1
transportation-engineering
traffic-engineering
accident-study
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–
0
0 votes
0
0 answers
GATE2015-1-53
A sign is required to be put up asking drivers to slow down to $30$ km/h before entering Zone $Y$ (see figure). On this road, vehicles require $174$ m to slow down to $30...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Traffic Engineering
gate2015-ce-1
numerical-answers
transportation-engineering
traffic-engineering
traffic-signs
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–
0
0 votes
0
0 answers
GATE2015-1-54
In a survey work, three independent angles $X, Y$ and $Z$ were observed with weights $W_X, W_Y, W_Z$,respectively. The weight of the sum of angles $X, Y$ and $Z$ is given...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Geomatics Engineering
gate2015-ce-1
geomatics-engineering
surveying
distance-and-angle-measurement
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–
0
0 votes
0
0 answers
GATE2015-1-55
In a region with magnetic declination of $2^{\circ}E$, the magnetic Fore bearing (FB) of a line $AB$ was measured as $N79^{\circ}50’E$. There was local attraction at $A$....
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Geomatics Engineering
gate2015-ce-1
geomatics-engineering
distance-and-angle-measurement
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