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Recent questions tagged gate2013-ce
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GATE Civil 2013 | Question: 64
A firm is selling its product at Rs. $60$ per unit. The total cost of production is Rs. $100$ and firm is earning total profit of Rs. $500$. Later, the total cost increased by $30\%.$ By what percentage the price should be increased to maintain the same profit level. $5$ $10$ $15$ $30$
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Quantitative Aptitude
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gate2013-ce
numerical-ability
profit-loss
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2
GATE Civil 2013 | Question: 65
Abhishek is elder to Savar. Savar is younger to Anshul. Which of the given conclusions is logically valid and is inferred from the above statements? Abhishek is elder to Anshul Anshul is elder to Abhishek Abhishek and Anshul are of the same age No conclusion follows
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Analytical Aptitude
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gate2013-ce
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3
GATE Civil 2013 | Question: 63
Following table provides figures(in rupees) on annual expenditure of a firm for two years -$2010$ and $2011$ ... and Salary & wages. Salary & wages and Advertising. Power & fuel and Advertising. Raw material and research & Development.
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Quantitative Aptitude
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gate2013-ce
numerical-ability
data-interpretation
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4
GATE Civil 2013 | Question: 62
If $\mid 4X-7 \mid =5$ then the values of $2\mid X\mid -\mid -X\mid$ is: $2, 1/3$ $1/2, 3$ $3/2,9$ $2/3,9$
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Quantitative Aptitude
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GATE Civil 2013 | Question: 61
$X$ and $Y$ are two positive real numbers such that $2X+Y \leq 6$ and $X + 2Y \leq 8$. For which of the following values of $(X,Y)$ the function $f(X,Y)=3X + 6Y$ will give maximum value ? $\left(\dfrac{4}{3} , \dfrac{10}{3}\right) \\$ ... $\left(\dfrac{8}{3} , \dfrac{10}{3}\right) \\$ $\left(\dfrac{4}{3} , \dfrac{20}{3}\right)$
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Quantitative Aptitude
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gate2013-ce
numerical-ability
inequality
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6
GATE Civil 2013 | Question: 60
Select the pair that best expresses a relationship similar to that expressed in the pair: $\text{Medicine: Health}$ Science: Experiment Wealth: Peace Education: Knowledge Money: Happiness
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Verbal Aptitude
Mar 26, 2018
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gate2013-ce
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7
GATE Civil 2013 | Question: 59
Friendship, no matter how _________it is, has its limitations. cordial intimate secret pleasant
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Verbal Aptitude
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8
GATE Civil 2013 | Question: 58
Which of the following options is the closest in meaning to the word given below: $\textbf{Primeval}$ Modern Historic Primitive Antique
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Verbal Aptitude
Mar 26, 2018
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word-meaning
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9
GATE Civil 2013 | Question: 57
$\underset{I}{\underline{\text{The professor }}} \underset{II}{\underline{\text{ ordered to }}} \underset{III}{\underline{\text{ the student to go }}} \underset{IV}{\underline{\text{ out of the class}}}$ Which of the above underlined parts of the sentence is grammatically incorrect? I II III IV
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Verbal Aptitude
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10
GATE Civil 2013 | Question: 55
At a station, Storm I of $5$ hour duration with intensity $2$ cm/h resulted in a runoff of $4$ cm and Storm II of $8$ hour duration resulted in a runoff of $8.4$ cm. Assume that the $\phi$ – index is the same for the both the storms. The intensity of storm II (in cm/h) is $2.00$ $1.75$ $1.50$ $2.25$
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Hydrology
Mar 26, 2018
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Milicevic3306
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gate2013-ce
water-resources-engineering
hydrology
surface-runoff-models
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11
GATE Civil 2013 | Question: 53
A multistory building with a basement is to be constructed. The top $4$ m consists of loose silt, below which dense sand layer is present up to a great depth. Ground water table is at the surface. The foundation consists of the basement slab of $6$ ... and rigidity corrections, the immediate settlement of the dense sand layer will be $58$ mm $111$ mm $126$ mm $179$ mm
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Foundation Engineering
Mar 26, 2018
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gate2013-ce
foundation-engineering
geotechnical-engineering
effect-of-water-table
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12
GATE Civil 2013 | Question: 52
A multistory building with a basement is to be constructed. The top $4$ m consists of loose silt, below which dense sand layer is present up to a great depth. Ground water table is at the surface. The foundation consists of the basement slab of $6$ m width which ... safety $=3$, the net safe bearing capacity (in $kN/m^2$) of the foundation is $610$ $320$ $983$ $693$
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Foundation Engineering
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gate2013-ce
geotechnical-engineering
foundation-engineering
effect-of-water-table
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13
GATE Civil 2013 | Question: 54
At a station, Storm I of $5$ hour duration with intensity $2$ cm/h resulted in a runoff of $4$ cm and Storm II of $8$ hour duration resulted in a runoff of $8.4$ cm. Assume that the $\phi$ – index is the same for the both the storms. The $\phi$ – index (in cm/h) is $1.2$ $1.0$ $1.6$ $1.4$
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Hydrology
Mar 26, 2018
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Milicevic3306
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gate2013-ce
water-resources-engineering
hydrology
surface-runoff-models
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votes
0
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14
GATE Civil 2013 | Question: 56
A number is as much greater than $75$ as it is smaller than $117$. The number is: $91$ $93$ $89$ $96$
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Quantitative Aptitude
Mar 26, 2018
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Milicevic3306
11.9k
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gate2013-ce
numerical-ability
numerical-computation
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15
GATE Civil 2013 | Question: 51
For a portion of national highway where a descending gradient of $1$ in $25$ meets with an ascending gradient of $1$ in $20$, a valley curve needs to be designed for a vehicle travelling at $90$ kmph based on the following conditions. headlight sight ... ; and beam angle $1^{\circ}$. What is the length of valley curve (in m) based on the comfort condition? __________
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Calculus
Mar 26, 2018
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gate2013-ce
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calculus
gradient
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16
GATE Civil 2013 | Question: 50
For a portion of national highway where a descending gradient of $1$ in $25$ meets with an ascending gradient of $1$ in $20$, a valley curve needs to be designed for a vehicle travelling at $90$ kmph based on the following conditions. headlight ... $1^{\circ}$. What is the length of valley curve (in m) based on the head light sight distance condition? ___________
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Calculus
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calculus
gradient
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17
GATE Civil 2013 | Question: 44
Elevation and temperature data for a place are tabulated below: $\begin{array}{|c|c|} \hline \text{Elevation, m} & \text{Temperature, } ^{\circ}C \\ \hline 4 & 21.25 \\ \hline 444 & 15.70 \\ \hline \end{array}$ Based on the above data, lapse rate can be referred as Super-adiabatic Neutral Sub-adiabatic Inversion
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Construction Materials and Management
Mar 26, 2018
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gate2013-ce
rate-analysis
construction-materials-and-management
structural-engineering
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18
GATE Civil 2013 | Question: 46
Following bearings are observed while traversing with a compass ... fore bearing of line BC will be $48^{\circ} 15'$ $50^{\circ} 15'$ $49^{\circ} 45'$ $48^{\circ} 45'$
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Geomatics Engineering
Mar 26, 2018
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geomatics-engineering
traversing
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19
GATE Civil 2013 | Question: 45
The percent voids in mineral aggregate (VMA) and percent air voids $(V_v)$ in a compacted cylindrical bituminous mix specimen are $15$ and $4.5$ respectively. The percent voids filled with bitumen (VFB) for this specimen is: $24$ $30$ $54$ $70$
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Transportation Engineering
Mar 26, 2018
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gate2013-ce
high-way-pavements
transportation-engineering
bituminous-mix
bitumen
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votes
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answers
20
GATE Civil 2013 | Question: 47
A theodolite is set up at station A and a $3$ m long staff is held vertically at station B. The depression angle reading at $2.5$ m marking on the staff is $6^{\circ}10'$. The horizontal distance between A and B is $2200$ m. Height of instrument ... m and R.L. of A is $880.88$ m. Apply the curvature and refraction correction, and determine the RL of B (in m) _______
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Geomatics Engineering
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geomatics-engineering
horizontal-and-vertical-curves
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votes
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answers
21
GATE Civil 2013 | Question: 48
A propped cantilever made of a prismatic steel beam is subjected to a concentrated load P at mid span as shown. If load $P=80$ kN, find the reaction $R$ (in kN) correct to $1$-decimal place) using elastic analysis ________
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Steel Structures
Mar 26, 2018
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gate2013-ce
numerical-answers
steel-structures
structural-engineering
steel-beam
elastic-analysis
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votes
0
answers
22
GATE Civil 2013 | Question: 49
A propped cantilever made of a prismatic steel beam is subjected to a concentrated load P at mid span as shown. If the magnitude of load $P$ is increased till collapse and the plastic moment carrying capacity of steel beam section is $90$ kNm, determine reaction $R$ (in kN) (correct to $1$-decimal place) using plastic analysis _______
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Steel Structures
Mar 26, 2018
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gate2013-ce
numerical-answers
steel-structures
structural-engineering
steel-beam
plastic-analysis
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23
GATE Civil 2013 | Question: 43
A student began experiment for determination of $5$-day, $20^{\circ}C$ BOD on Monday. Since the $5$th day fell on Saturday, the final DO readings were taken on next Monday. On calculation, BOD (i.e. $7$ day, $20^{\circ}C$ was found to be $150$ ... )? Assume value of BOD rate constant $(k)$ at standard temperature of $20^{\circ}C$ as $0.23/day$ (base $e$). ___________
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Water and Waste Water Quality and Treatment
Mar 26, 2018
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gate2013-ce
numerical-answers
environmental-engineering
water-and-waste-water-quality-and-treatment
biological-oxygen-demand
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votes
0
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24
GATE Civil 2013 | Question: 42
A settling tank in a water treatment plant is designed for a surface overflow rate of $30 \dfrac{m^3}{\text{day} \cdot m^2}$. Assume specific gravity of sediment particles $=2.65$, density of water $(\rho) =1000 \: kg/m^3$, dynamic viscosity of ... The approximate minimum size of particles that would be completely removed is $0.01$ mm $0.02$ mm $0.03$ mm $0.04$ mm
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Water and Waste Water Quality and Treatment
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gate2013-ce
water-treatment-plant
water-and-waste-water-quality-and-treatment
environmental-engineering
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25
GATE Civil 2013 | Question: 40
The normal depth in a wide rectangular channel is increased by $10 \%$. The percentage increase in the discharge in the channel is $20.1$ $15.4$ $10.5$ $17.2$
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Hydraulics
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gate2013-ce
water-resources-engineering
hydraulics
flow-measurement-in-channels
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26
GATE Civil 2013 | Question: 39
A $2$ km long pipe of $0.2$ m diameter connects two reservoirs. The difference between water levels in the reservoirs is $8$ m. The Darcy-Weisbachfriction factor of the pipe is $0.04$. Accounting for frictional, entry exit losses, the velocity in the pipe (in m/s) is $0.63$ $0.35$ $2.52$ $1.25$
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Hydrology
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gate2013-ce
hydrology
water-resources-engineering
reservoirs
applications-of-darcys-law
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0
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27
GATE Civil 2013 | Question: 38
Two different soil types (Soil $1$ an Soil $2$) are used as backfill behind a retaining wall as shown in the figure, where $\gamma_t$ is total unit weight, and $c’$ and $\phi’$ are effective cohesion and effective angle of shearing resistance. The resultant active earth forceper unit length (in kN/m) acting on the wall is $31.7$ $35.2$ $51.8$ $57.0$
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Soil Mechanics
Mar 26, 2018
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Milicevic3306
11.9k
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gate2013-ce
soil-mechanics
geotechnical-engineering
total-shear
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votes
0
answers
28
GATE Civil 2013 | Question: 37
The soil profile above the rock surface for a $25^{\circ}$ infinite slope is shown in the figure, where $s_u$ is the undrained shear strength an $\gamma_t$ is total unit weight. The slip will occur at a depth of $8.83$ m $9.79$ m $7.83$ m $6.53$ m
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Soil Mechanics
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29
GATE Civil 2013 | Question: 41
The transplantation of rice requires $10$ days and total depth of water required during transplantation is $48$ cm. During transplantation, there is an effective rainfall (useful for irrigation) of $8$ cm. The duty of irrigation water (in hectares/cumec) is $612$ $216$ $300$ $108$
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Irrigation
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irrigation
water-resources-engineering
transplantation
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30
GATE Civil 2013 | Question: 32
A uniform beam $(EI = \textit{constant})PQ$ in the form of a quarter-circle of radius $R$ is fixed at end $P$ and free at the end $Q$, where a load $W$ is applied as shown. The vertical downward displacement, $\delta_q$, at the loaded point $Q$ is ... $\delta_q = \beta \bigg( \dfrac{WR^3}{EI} \bigg)$. Find the value of $\beta$(correct to $4$-decimal places). ______
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Structural Analysis
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gate2013-ce
numerical-answers
structural-engineering
analysis-of-beams
structural-analysis
0
votes
0
answers
31
GATE Civil 2013 | Question: 31
All members in the rigid-jointed frame shown are prismatic and have the same flexural stiffness $EI$. Find the magnitude of the bending moment at $Q$ (in kNm) due to given loading ________
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Structural Analysis
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gate2013-ce
numerical-answers
structural-analysis
bending-moment
structural-engineering
analysis-of-frames
0
votes
0
answers
32
GATE Civil 2013 | Question: 34
Beam $PQRS$ has internal hinges in spans $PQ$ and $RS$ as shown. The beam may be subjected to a moving distributed vertical load of maximum intensity $4 \:kN/m$ of any length anywhere on the beam. The maximum absolute value of the shear force (in $kN$) that can occur due to this loading just to the right of support $Q$ shall be $30$ $40$ $45$ $55$
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Structural Analysis
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gate2013-ce
tructural-analysis
shear-force
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analysis-of-beams
0
votes
0
answers
33
GATE Civil 2013 | Question: 30
Laplace equation for water flow in soils is given below. $\dfrac{\partial ^2H}{\partial x^2} + \dfrac{\partial ^2H}{\partial y^2} + \dfrac{\partial ^2H}{\partial z^2} = 0$ Head $H$ does not vary in $y$ and $z$ directions. Boundary conditions are: at $x=0$, $H=5$; and $\dfrac{dH}{dx}=-1$. What is the value of $H$ at $x=1.2$? __________
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Partial Differential Equation (PDE)
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11.9k
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gate2013-ce
numerical-answers
partial-differential-equation
laplace-equation
0
votes
0
answers
34
GATE Civil 2013 | Question: 29
Find the value of $\lambda$ such that the function $f(x)$ is a valid probability density function _______ $f(x) = \begin{cases} \lambda (x-1)(2-x) & \text{for } 1 \leq x \leq 2 \\ 0 & \text{otherwise} \end{cases}$
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Probability and Statistics
Mar 26, 2018
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11.9k
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gate2013-ce
numerical-answers
probability-and-statistics
probability
probability-density-function
0
votes
0
answers
35
GATE Civil 2013 | Question: 33
A uniform beam weighing $1800 \: N$ is supported at E and F by cable ABCD. Determine the tension (in $N$) in segment AB of this cable (correct to $1$- decimal place). Assume the cables ABCD, BE and CF to be weightless. _______
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Steel Structures
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gate2013-ce
numerical-answers
steel-structures
structural-engineering
design-of-tension
cables
0
votes
0
answers
36
GATE Civil 2013 | Question: 35
A rectangular concrete beam $250$ mm wide and $600$ mm deep is pre-stressed by means of $16$ high tensile wires, each of $7$ mm diameter, located at $200$ mm from the bottom face of the beamat a given section. If the effective pre- ... beam can with stand without causing tensile stress at the bottom face of of the beam? Neglect the effect of dead load of beam ______
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Concrete Structures
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gate2013-ce
numerical-answers
concrete-structures
structural-engineering
prestressed
concrete-beams
0
votes
0
answers
37
GATE Civil 2013 | Question: 36
The soil profile below a lake with water level at elevation $=0$ m and lake bottom at elevation $=-10$ m is shown in the figure, where $k$ is the permeability coefficient. A piezometer (stand pipe) installed in the sand layer shows a reading of $+10$ m elevation. Assume that the ... $2.0 \times 10^{-6}$ $1.0 \times 10^{-6}$ $0.5 \times 10^{-6}$
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Soil Mechanics
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Milicevic3306
11.9k
points
gate2013-ce
soil-mechanics
geotechnical-engineering
permeability
0
votes
0
answers
38
GATE Civil 2013 | Question: 24
For two major roads with divided carriageway crossing at right angle, a full clover leaf interchange with four indirect ramps is provided. Following statements are made on turning movement of vehicles to all directions from both roads. Identify the ... left is not possible, but diverging to left is possible Neither merging from left nor diverging to left is possible
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Transportation Infrastructure
Mar 26, 2018
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Milicevic3306
11.9k
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gate2013-ce
transportation-infrastructure
transportation-engineering
geometric-design-of-highways
0
votes
0
answers
39
GATE Civil 2013 | Question: 28
The solution for $\int_0^{\pi/6} \cos^4 3 \theta \sin^3 6 \theta \: d \theta$ is $0 \\$ $\dfrac{1}{15} \\$ $1 \\$ $\dfrac{8}{3}$
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Calculus
Mar 26, 2018
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Milicevic3306
11.9k
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gate2013-ce
calculus
definite-integral
0
votes
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answers
40
GATE Civil 2013 | Question: 27
Find the magnitude of the error (correct to two decimal places) in the estimation of following integral using Simpson’s $\dfrac{1}{3}$ Rule. Take the step length as $1$ _________ $\int_0^4 (x^4+10) dx$
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Numerical Methods
Mar 26, 2018
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Milicevic3306
11.9k
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gate2013-ce
numerical-answers
numerical-methods
integration-by-trapezoidal-and-simpsons-rule
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