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Recent questions tagged gate2014-ce-1
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41
GATE2014-1-22
The amount of $CO_2$ generated (in kg) while completely oxidizing one kg of $CH_4$ to the end products is _________
Milicevic3306
asked
in
Environmental Engineering
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
numerical-answers
environmental-engineering
0
votes
0
answers
42
GATE2014-1-26
If the following equation establishes equilibrium in slightly bent position, the mid-span deflection of a member shown in the figure is $\frac{d^2y}{dx^2}+\frac{P}{EI}y=0$ If $a$ is amplitude constant for $y,$ then $y=\dfrac{1}{P} \bigg( 1- a \cos \dfrac{2 \pi x}{L} \bigg) \\$ ... $y= a \sin \dfrac{n \pi x}{L} \\$ $y= a \cos \dfrac{n \pi x}{L}$
Milicevic3306
asked
in
Engineering Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
engineering-mechanics
structural-engineering
equilibrium
0
votes
0
answers
43
GATE2014-1-23
The minimum value of $15$ minute peak hour factor on a section of a road is $0.10$ $0.20$ $0.25$ $0.33$
Milicevic3306
asked
in
Traffic Engineering
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
traffic-engineering
transportation-engineering
peak-hour-factor
0
votes
0
answers
44
GATE2014-1-24
The following statements are related to temperature stresses developed in concrete pavement slabs with free edges (without any restraint): The temperature stresses will be zero during both day and night times if the pavement slab is considered weightless The temperature stresses will be ... slab is considered The TRUE statement(s) is(are) P only Q only P and Q only P and R only
Milicevic3306
asked
in
Highway Pavements
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
highway-pavements
transportation-engineering
concrete-pavements
0
votes
0
answers
45
GATE2014-1-25
The Reduced Levels (RLs) of the points P and Q are $+49.600$ m and $+51.870$ respectively. Distance PQ is $20$ m. The distance (in m from P) at which the $+51.000$ m contour cuts the line PQ is $15.00$ $12.33$ $3.52$ $2.27$
Milicevic3306
asked
in
Geomatics Engineering
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
geomatics-engineering
levelling
0
votes
0
answers
46
GATE2014-1-18
A conventional flow duration curve is a plot between Flow and percentage time flow is exceeded Duration of flooding and ground level elevation Duration of water supply in a city and proportion of area receiving supply exceeding this duration Flow rate and duration of time taken to empty a reservoir at that flow rate
Milicevic3306
asked
in
Hydrology
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
water-resources-engineering
hydrology
conventional-flow-duration-curve
0
votes
0
answers
47
GATE2014-1-17
An incompressible homogeneous fluid is flowing steadily in a variable diameter pipe having the large and small diameters as $15$ cm and $5$ cm, respectively. If the velocity at a section at the $15$ cm diameter portion of the pipe is $2.5$ m/s, the velocity of the fluid (in m/s) at a section falling in $5$ cm portion of the pipe is _______
Milicevic3306
asked
in
Fluid Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
numerical-answers
fluid-mechanics
fluid-statics
water-resources-engineering
0
votes
0
answers
48
GATE2014-1-20
The dimension for kinematic viscosity is $\dfrac{L}{MT} \\$ $\dfrac{L}{T^2} \\$ $\dfrac{L^2}{T} \\$ $\dfrac{ML}{T}$
Milicevic3306
asked
in
Fluid Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
water-resources-engineering
fluid-mechanics
kinematic-viscosity
0
votes
0
answers
49
GATE2014-1-14
For a saturated cohesive soil, a triaxial test yields the angle of internal friction $( \phi)$ as zero. The conducted test is Consolidated Drained (CD) test Consolidated Undrained (CU) test Unconfined Compression (UC) test Unconsolidated Undrained (UU) test
Milicevic3306
asked
in
Soil Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
soil-mechanics
geotechnical-engineering
triaxial-test
saturated-cohesive-soil
0
votes
0
answers
50
GATE2014-1-15
The action of negative skin friction on the pile is to increase the ultimate load on the pile reduce the allowable load on the pile maintain the working load on the pile reduce the settlement of the pile
Milicevic3306
asked
in
Foundation Engineering
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
foundation-engineering
geotechnical-engineering
pile-load-test
0
votes
0
answers
51
GATE2014-1-16
A long slope is formed in a soil with shear strength parameters$: c'=0$ and $\phi=34^{\circ}$ ... of $1.5$, assuming a potential failure surface parallel to the slope, would be $45.3$ $44.7$ $12.3$ $11.3$
Milicevic3306
asked
in
Soil Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
soil-mechanics
geotechnical-engineering
shear-strength-parameters
0
votes
0
answers
52
GATE2014-1-19
In reservoirs with an uncontrolled spillway, the peak of the plotted outflow hydrograph lies outside the plotted inflow hydrograph lies on the recession limb of the plotted inflow hydrograph lies on the peak of the inflow hydrograph is higher than the peak of the plotted inflow hydrograph
Milicevic3306
asked
in
Hydrology
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
hydrology
water-resources-engineering
reservoirs
hydrographs
0
votes
0
answers
53
GATE2014-1-12
In a beam of length $L$, four possible influence line diagram for shear force at a section located at a distance of $\dfrac{L}{4}$ from the left end support (marked as $P, Q, R,$ and $S$) are shown below. The correct influence line diagram is $P$ $Q$ $R$ $S$
Milicevic3306
asked
in
Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
structural-engineering
structural-analysis
analysis-of-beams
0
votes
0
answers
54
GATE2014-1-7
The possible location of shear centre of the channel section, shown below, is $P$ $Q$ $R$ $S$
Milicevic3306
asked
in
Solid Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
structural-engineering
solid-mechanics
shear-centre
channel-secction
0
votes
0
answers
55
GATE2014-1-9
While designing, for a steel column of $Fe250$ grade, a base plate resting on a concrete pedestal of $M20$ grade, the bearing strength of concrete (in $N/mm^2$) in limit state method of design as per $IS:456-2000$ is ________
Milicevic3306
asked
in
Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
numerical-answers
steel-structures
structural-engineering
limit-state-design-concepts
0
votes
0
answers
56
GATE2014-1-11
The degree of static indeterminacy of a rigid joined frame $\text{PQR}$ supported as shown in the figure is zero one two unstable
Milicevic3306
asked
in
Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
structural-analysis
structural-engineering
static-indeterminacy
analysis-of-frames
0
votes
0
answers
57
GATE2014-1-13
The degree of disturbance of the sample collected by the sampler is expressed by a term called the “area ratio”. If the outer diameter and inner diameter of the sampler are $D_o$ and $D_i$ respectively, the area ratio is given by $\dfrac{D_o^2-D_i^2}{D_i^2} \\$ $\dfrac{D_i^2-D_o^2}{D_i^2} \\$ $\dfrac{D_o^2-D_i^2}{D_o^2} \\$ $\dfrac{D_i^2-D_0^2}{D_o^2}$
Milicevic3306
asked
in
Foundation Engineering
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
sampling
foundation-engineering
geotechnical-engineering
0
votes
0
answers
58
GATE2014-1-8
The ultimate collapse load $(P)$ in terms of plastic moment $M_p$ by kinematic approach for a propped cantilever of length $L$ with $P$ acting at its mid-span as shown in the figure, would be $P=\dfrac{2M_p}{L} \\$ $P=\dfrac{4M_p}{L} \\$ $P=\dfrac{6M_p}{L}\\$ $P=\dfrac{8M_p}{L}$
Milicevic3306
asked
in
Engineering Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
engineering-mechanics
structural-engineering
kinematic-approach
0
votes
0
answers
59
GATE2014-1-10
A steel section is subjected to a combination of shear and bending actions. The applied shear force is $V$ and the shear capacity of the section is $V_s$. For such a section, high shear force (as per $IS : 800 – 2007$) is defined as $V>0.6V_s$ $V>0.7V_s$ $V>0.8V_s$ $V>0.9V_s$
Milicevic3306
asked
in
Solid Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
solid-mechanics
structural-engineering
bending-moment-and-shear-force
0
votes
0
answers
60
GATE2014-1-5
With reference to the conventional Cartesian $(x,y)$ coordinate system, the vertices of a triangle have the following coordinates: $(x_1, y_1) = (1,0)$; $(x_2,y_2) = (2,2)$; and $(x_3,y_3)=(4,3)$. The area of the triangle is equal to $\dfrac{3}{2} \\$ $\dfrac{3}{4} \\$ $\dfrac{4}{5} \\$ $\dfrac{5}{2}$
Milicevic3306
asked
in
Numerical Methods
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
numerical-answers
numerical-ability
triangle
cartesian-coordinate-system
0
votes
0
answers
61
GATE2014-1-1
$\underset{x \to \infty}{\lim} \bigg( \dfrac{x+\sin x}{x} \bigg)$ equals to $- \infty$ $0$ $1$ $\infty$
Milicevic3306
asked
in
Calculus
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
calculus
limits
0
votes
0
answers
62
GATE2014-1-2
Given the matrices $J=\begin{bmatrix} 3 & 2 & 1 \\ 2 & 4 & 2 \\ 1 & 2 & 6 \end{bmatrix}$ and $K = \begin{bmatrix} 1 \\ 2 \\ -1 \end{bmatrix}$, the product of $K^TJK$ is _______
Milicevic3306
asked
in
Linear Algebra
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
numerical-answers
linear-algebra
matrices
0
votes
0
answers
63
GATE2014-1-3
The probability density function of evaporation $E$ on any day during a year in a watershed is given by $f(E) = \begin{cases} \dfrac{1}{5} & 0 \leq E \leq 5\: \text{mm/day} \\ 0 & \text{otherwise} \end{cases}$ The probability that $E$ lies in between $2$ and $4$ mm/day in a day in the watershed is (in decimal) ____________
Milicevic3306
asked
in
Probability and Statistics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
numerical-answers
probability-and-statistics
probability
probability-density-function
0
votes
0
answers
64
GATE2014-1-4
The sum of Eigen values of the matrix, $[M]$ is where $[M] = \begin{bmatrix} 215 & 650 & 795 \\ 655 & 150 & 835 \\ 485 & 355 & 550 \end{bmatrix}$ $915$ $1355$ $1640$ $2180$
Milicevic3306
asked
in
Linear Algebra
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
linear-algebra
matrices
eigen-values
0
votes
0
answers
65
GATE2014-1-6
Match the information given in Group - I with those in Group - II. ... $P-3; \: Q-4; \: R - 2;\: S - 1$ $P-4; \: Q-3; \: R - 2;\: S - 1$
Milicevic3306
asked
in
Concrete Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
concrete-structures
structural-engineering
load-analysis
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