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Recent questions tagged gate2015-ce-2
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GATE Civil 2015 Set 2 | GA Question: 1
Choose the most appropriate word from the options given below to complete the following sentence. The official answered __________ that the complaints of the citizen would be looked into. respectably respectfully reputably respectively
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Verbal Aptitude
Mar 26, 2018
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gate2015-ce-2
verbal-ability
most-appropriate-word
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votes
1
answer
2
GATE Civil 2015 Set 2 | GA Question: 2
Choose the statement where underlined word is used correctly. The minister insured the victims that everything would be all right. He ensured that the company will not have to bear any loss. The actor got himself ensured against any accident. The teacher insured students of good results.
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Verbal Aptitude
Mar 26, 2018
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Milicevic3306
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gate2015-ce-2
verbal-ability
english-grammar
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votes
1
answer
3
GATE Civil 2015 Set 2 | GA Question: 3
which word is not a synonym for the word $\textit{vernacular}$? regional indigenous indigent colloquial
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Verbal Aptitude
Mar 26, 2018
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Milicevic3306
11.9k
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gate2015-ce-2
verbal-ability
vocabulary
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0
answers
4
GATE Civil 2015 Set 2 | GA Question: 4
Mr. Vivek walks $6$ meters North-east, then turns and walks $6$ meters South-east, both at $60$ degrees to east. He further moves $2$ meters South and $4$ meters West. What is the straight distance in meters between the point he started from and the point he finally reached? $2\sqrt{2}$ $2$ $\sqrt{2}$ $\dfrac{1}{\sqrt{2}}$
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Analytical Aptitude
Mar 26, 2018
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Milicevic3306
11.9k
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gate2015-ce-2
analytical-aptitude
direction-sense
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votes
0
answers
5
GATE Civil 2015 Set 2 | GA Question: 5
Four cards are randomly selected from a pack of $52$ cards. If the first two cards are kings, what is the probability that the third card is a king? $\dfrac{4}{52} \\$ $\dfrac{2}{50} \\$ $\left ( \dfrac{1}{52}\right )\times\left ( \dfrac{1}{52}\right ) \\$ $\left ( \dfrac{1}{52}\right )\times\left ( \dfrac{1}{51}\right )\times\left ( \dfrac{1}{50}\right )$
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Quantitative Aptitude
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
numerical-ability
probability
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votes
0
answers
6
GATE Civil 2015 Set 2 | GA Question: 6
The word similar in meaning to ‘dreary’ is cheerful dreamy hard dismal
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Verbal Aptitude
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
verbal-ability
word-meaning
0
votes
0
answers
7
GATE Civil 2015 Set 2 | GA Question: 7
The given question is followed by two statements; select the most appropriate option that solves the question. Capacity of a solution tank A is $70\%$ of the capacity of tank B. How many gallons of solution are in tank A and tank ... II alone is sufficient. Either statement I or II alone is sufficient. Both the statements I and II together are sufficient.
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Analytical Aptitude
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
analytical-aptitude
logical-reasoning
statements-follow
0
votes
0
answers
8
GATE Civil 2015 Set 2 | GA Question: 8
How many four digit numbers can be formed with the $10$ digits $0,1,2,…,9$ if no number can start with $0$ and if repetitions are not allowed?
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Quantitative Aptitude
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
numerical-answers
numerical-ability
permutation-and-combination
0
votes
0
answers
9
GATE Civil 2015 Set 2 | GA Question: 9
Read the following table giving sales data of five types of batteries for years $2006$ to $2012$ ... , which type of battery achieved highest growth between the years $2006$ and $2012$? Type $V$ Type $III$ Type $II$ Type $I$
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Quantitative Aptitude
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
numerical-ability
data-interpretation
tabular-data
0
votes
0
answers
10
GATE Civil 2015 Set 2 | GA Question: 10
There are $16$ teachers who can teach Thermodynamics (TD), $11$ who can teach Electrical Sciences (ES), and $5$ who can teach both TD and Engineering Mechanics (EM). There are a total of $40$ teachers, $6$ cannot teach any of the three subjects, i.e. EM, ES or ... and TD. $4$ can teach ES and TD. How many can teach both ES and EM but not TD? $1$ $2$ $3$ $4$
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Quantitative Aptitude
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
numerical-ability
venn-diagrams
0
votes
0
answers
11
GATE2015-2-1
While minimizing the function $f(x)$, necessary and sufficient conditions for a point, $x_0$ to be a minima are: $f’(x_0) > 0$ and $f’’(x_0)=0$ $f’(x_0) < 0$ and $f’’(x_0)=0$ $f’(x_0) = 0$ and $f’’(x_0)<0$ $f’(x_0) = 0$ and $f’’(x_0)>0$
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Calculus
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
calculus
maxima-minima
0
votes
0
answers
12
GATE2015-2-2
In newton-Raphson iterative method, the initial guess value $(x_{\text{ini}})$ is considered as zero while finding the roots of the equation: $f(x) = -2+6x-4x^2+0.5x^3$. The correction, $\Delta x$, to be added to $x_{\text{ini}}$ in the first iteration is _________
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Numerical Methods
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
numerical-answers
numerical-methods
newton-raphson-method
0
votes
0
answers
13
GATE2015-2-3
Given, $i=\sqrt{-1}$, the value of the definite integral, $I= \int_0^{\pi/2} \dfrac{\cos x+ i \sin x}{\cos x – i \sin x} dx$ is: $1$ $-1$ $i$ $-i$
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Calculus
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
calculus
definite-integral
0
votes
0
answers
14
GATE2015-2-4
$\underset{x \to \infty}{\lim} \bigg( 1+ \dfrac{1}{x} \bigg)^{2x} $ is equal to $e^{-2}$ $e$ $1$ $e^2$
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Calculus
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
calculus
limits
0
votes
0
answers
15
GATE2015-2-5
Let $A=[a_{ij}], \: 1 \leq i, j \leq n$ with $n \geq 3$ and $a_{ij}=i \cdot j$. The rank of $A$ is: $0$ $1$ $n-1$ $n$
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Linear Algebra
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
linear-algebra
matrices
rank-of-matrix
0
votes
0
answers
16
GATE2015-2-6
A horizontal beam $ABC$ is loaded as shown in the figure below. The distance of the point of contraflexure from end $A$ (in m) is _________
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Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
numerical-answers
structural-engineering
structural-analysis
analysis-of-beams
0
votes
0
answers
17
GATE2015-2-7
For the plane stress situation shown in the figure, the maximum shear stress and the plane on which it acts are: $-50$ MPa, on a plane $45^{\circ}$ clockwise w.r.t. $x$-axis $-50$ MPa, on a plane $45^{\circ}$ anti-clockwise w.r.t. $x$-axis $50$ MPa at all orientations Zero, at all orientations
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Solid Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
solid-mechanics
structural-engineering
shear-stress
0
votes
0
answers
18
GATE2015-2-8
A guided support as shown in the figure below is represented by three springs (horizontal, vertical and rotational) with stiffness $k_x, k_y$ and $k_{\theta}$ respectively. The limiting values of $k_x, k_y$ and $k_{\theta}$ are: $\infty, 0, \infty$ $\infty, \infty, \infty$ $0, \infty, \infty$ $\infty, \infty, 0$
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Structural Analysis
Mar 26, 2018
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Milicevic3306
11.9k
points
gate2015-ce-2
structural-engineering
structural-analysis
stiffness
0
votes
0
answers
19
GATE2015-2-9
A column of size $450 \: mm \times 600\: mm $ has unsupported length of $3.0$ m and is braced against side sway in both directions. According to $IS \: 456:2000$, the minimum eccentricities (in mm) with respect to major and minor principal axes are: $20.0$ and $20.0$ $26.0$ and $21.0$ $26.0$ and $20.0$ $21.0$ and $15.0$
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Concrete Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
concrete-structures
structural-engineering
design-of-columns
0
votes
0
answers
20
GATE2015-2-10
Prying forces are shearing forces on the bolts because of the joints tensile forces due to the flexibility of connected parts bending forces on the bolts because of the joints forces due the friction between connected parts
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Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
structural-engineering
steel-structures
bolts
0
votes
0
answers
21
GATE2015-2-11
A steel member $’ M’$ has reversal of stress due to live loads, whereas another member $’N’$ has reversal of stress due to wind load. As per $IS \: 800: 2007$, the maximum slenderness ratio permitted is: less for member $’ M’$ than that of member $’ N’$ more for member $’ M’$ than that of member $’N’$ same for both members not specified in the Code
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Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
steel-structures
structural-engineering
slendemess-ratio
0
votes
0
answers
22
GATE2015-2-12
If the water content of a fully saturated soil mass is $100\%$, the void ratio of the sample is: less than specific gravity of soil equal to specific gravity of soil greater than specific gravity of soil independent of specific gravity of soil
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Soil Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
soil-mechanics
geotechnical-engineering
saturaed-soil-mass
0
votes
0
answers
23
GATE2015-2-13
In friction circle method of slope stability analysis, if $r$ defines the radius of the slip circle, the radius of friction circle is: $r \sin \phi$ $r$ $r \cos \phi$ $r \tan \phi$
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Foundation Engineering
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
foundation-engineering
geotechnical-engineering
stability-of-slopes
0
votes
0
answers
24
GATE2015-2-14
Net ultimate bearing capacity of a footing embedded in a clay stratum increases with depth of footing only increases with size of footing only increases with depth and size of footing is independent of depth and size of footing
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Foundation Engineering
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
foundation-engineering
geotechnical-engineering
combined-footing
0
votes
0
answers
25
GATE2015-2-15
Surcharge loading required to be placed on the horizontal backfill of a smooth retaining vertical wall so as to completely eliminate tensile crack is: $2 \: c$ $2 \: c \: k_a$ $2 c \sqrt{k_a}$ $2 c/ \sqrt{k_a}$
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Foundation Engineering
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
surcharge-loading
foundation-engineering
geotechnical-engineering
0
votes
0
answers
26
GATE2015-2-16
The relationship between the length scale ratio $(L_r)$ and the velocity scale ratio $(V_r)$ in the hydraulic models, in which Froude dynamic similarity is maintained is: $V_r=L_r \\$ $L_r=\sqrt{V_r} \\$ $V_r= L_r^{1.5} \\$ $V_r=\sqrt{L_r}$
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Hydraulics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
water-resources-engineering
hydraulics
energy-depth-relationships
hydraulic-models
0
votes
0
answers
27
GATE2015-2-17
A nozzle is so shaped that the average flow velocity changes linearly from $1.5$ m/s at the beginning to $15$ m/s at its end in a distance of $0.375$m. The magnitude of the convective acceleration (in $m/s^2$ ) at the end of the nozzle is ________.
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Hydraulics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
numerical-answers
hydraulics
water-resources-engineering
nozzle
0
votes
0
answers
28
GATE2015-2-18
A hydraulic jump takes place in a frictionless rectangular channel. The pre-jump depth is $y_p$. The alternate and sequent depths corresponding to $y_p$ are $y_a$ and $y_s$ respectively. The correct relationship among $y_p, \: y_a$ and $y_s$ is: $y_a < y_s < y_p$ $y_p < y_s < y_a$ $y_p < y_s = y_a$ $y_p = y_s = y_a$
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in
Hydraulics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
hydraulics
water-resources-engineering
hydraulic-jump
0
votes
0
answers
29
GATE2015-2-19
The relationship between porosity $(\eta)$, specific yield $(S_y)$ and specific retention $(S_\tau)$ of an unconfined aquifer is: $S_y+S_\tau = \eta$ $S_y+ \eta = S_\tau$ $S_\tau+ \eta = S_y$ $S_y+ S_\tau + \eta =1$
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Hydrology
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
hydraulics-and-aquifers
water-resources-engineering
hydrology
0
votes
0
answers
30
GATE2015-2-20
A groundwater sample was found to contain $500$ mg/L total dissolved solids (TDS). TDS (in $\%$) present in the sample is ________.
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in
Hydrology
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
numerical-answers
hydrology
water-resources-engineering
ground-water
0
votes
0
answers
31
GATE2015-2-21
$SO_2$ and $CO$ adversely affect oxygen carrying capacity of blood and functioning of lungs respectively functioning of the respiratory system and brain respectively functioning of the respiratory system and oxygen carrying capacity of blood respectively functioning of air passages and chest respectively
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Air Pollution
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
air-pollution
environmental-engineering
0
votes
0
answers
32
GATE2015-2-22
A superspeedway in New Delhi has among the highest super-elevation rates of any track on the Indian Grand Prix circuit. The track requires drivers to negotiate turns with a radius of $335$ m and $33^{\circ}$ banking. Given this information, the coefficient of side friction required in order to allow a vehicle to travel at $320$ km/h along the curve is $1.761$ $0.176$ $0.253$ $2.530$
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Traffic Engineering
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
traffic-engineering
transportation-engineering
statistical-analysis-of-traffic-data
0
votes
0
answers
33
GATE2015-2-23
The following statements are made related to the lengths of turning lanes at signalised intersections: $1.5$ times the average number of vehicles (by vehicle type) that would store in turning lane per cycle during the peak hour. $2$ times the average number of vehicles (by vehicle type) ... lanes is: Maximum of (ii) and (iii) Maximum of (i) and (iii) Average of (i) and (iii) Only (iv)
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in
Traffic Engineering
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
traffic-engineering
transportation-engineering
signal-design
types-of-intersections
0
votes
0
answers
34
GATE2015-2-24
In a leveling work, sum of the Back Sight (B.S.) and Force Sight (F.S.) have been found to be $3.085$ m and $5.645$ m respectively. If the Reduced Level (R.L.) of the starting station is $100.000$ m, the R.L. (in m) of the last station is ________.
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in
Geomatics Engineering
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
numerical-answers
geomatics-engineering
sight-distances
0
votes
0
answers
35
GATE2015-2-25
The combined correction due to curvature and refraction (in m) for a distance of $1$ km on the surface of Earth is: $0.0673$ $0.673$ $7.63$ $0.763$
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in
Geomatics Engineering
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
geomatics-engineering
principles-of-surveying
0
votes
0
answers
36
GATE2015-2-27
Consider the following second order linear differential equation $\dfrac{d^2y}{dx^2} = -12x^2 +24 x – 20$ The boundary conditions are: at $x=0, \: y=5$ and at $x=2, \: y=21$. The value of $y$ at $x=1$ is _________.
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in
Ordinary Differential Equation (ODE)
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
numerical-answers
ordinary-differential-equation
0
votes
0
answers
37
GATE2015-2-28
The two Eigen values of the matrix $\begin{bmatrix} 2 & 1 \\ 1 & p \end{bmatrix}$ have a ratio of $3:1$ for $p=2$. What is another value of $p$ for which the Eigen values have the same ratio of $3:1$? $-2$ $1$ $7/3$ $14/3$
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in
Linear Algebra
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
linear-algebra
matrices
eigen-values
0
votes
0
answers
38
GATE2015-2-29
For step-size, $\Delta x =0.4$, the value of following integral using Simpson’s $1/3$ rule is _______. $\int_0^{0.8} (0.2 + 25 x – 200 x^2 + 675 x^3 – 900 x^4 +400 x^5) dx$
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in
Numerical Methods
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
numerical-answers
numerical-methods
integration-by-trapezoidal-and-simpsons-rule
0
votes
0
answers
39
GATE2015-2-30
In a system, two connected rigid bars $AC$ and $BC$ are identical length, $L$ with pin supports at $A$ and $B$. The bars are interconnected at $C$ by a frictionless hinge. The rotation of the hinge is restrained by a rotational spring of stiffness, $k$. The system initially assumes a straight ... at $C$ is: $\dfrac{PL}{4k} \\$ $\dfrac{PL}{2k} \\$ $\dfrac{P}{4k} \\$ $\dfrac{Pk}{4L}$
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in
Engineering Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
engineering-mechanics
structural-engineering
stiffness
rigid-body
0
votes
0
answers
40
GATE2015-2-31
A simply supported reinforced concrete beam of length $10$ m sags while undergoing shrinkage. Assuming a uniform curvature of $0.004 m^{-1}$ along the span, the maximum deflection (in m) of the beam at mid-span is __________.
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Concrete Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
numerical-answers
concrete-structures
structural-engineering
concrete-beams
deign-of-beams
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