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Recent questions tagged gate2013-ce
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41
GATE Civil 2013 | Question: 23
It was observed that $150$ vehicles crossed a particular location of a highway in a duration of $30$ minutes. Assuming that vehicle arrival follows a negative exponential distribution, find out the number of time headways greater than $5$ seconds in the above observation? ________
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Highway Pavements
Mar 26, 2018
by
Milicevic3306
11.9k
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gate2013-ce
highway-pavements
transportation-engineering
exponential-distribution
probability-and-statistics
engineering-mathematics
numerical-answers
0
votes
0
answers
42
GATE Civil 2013 | Question: 22
Select the strength parameter of concrete used in design of plain jointed cement concrete pavements from the following choices: Tensile strength Compressive strength Flexural strength Shear strength
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Highway Pavements
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
highway-pavements
transportation-engineering
concrete-pavements
0
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0
answers
43
GATE Civil 2013 | Question: 25
The latitude and departure of a line AB are $+78$ m and $-45.1$ m respectively. The whole circle bearing of the line AB is $30^{\circ}$ $150^{\circ}$ $210^{\circ}$ $330^{\circ}$
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Foundation Engineering
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
foundation-engineering
geotechnical-engineering
bearing-of-line
0
votes
0
answers
44
GATE Civil 2013 | Question: 26
The state of $2D$-stress at a point is given by the following matrix of stresses: $\begin{bmatrix} \sigma_{xx} & \sigma_{xy} \\ \sigma_{xy} & \sigma_{yy} \end{bmatrix} = \begin{bmatrix} 100 & 30 \\ 30 & 20 \end{bmatrix} MPa$ What is the magnitude of the maximum shear stress in MPa $50$ $75$ $100$ $110$
Milicevic3306
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in
Solid Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
solid-mechanics
structural-engineering
shear-stress
matrix-of-stresses
0
votes
0
answers
45
GATE Civil 2013 | Question: 17
Group-I contains dimensionless parameters and Group-II contains the ratios. ... $P-3, Q-4, R-2, S-1$ $P-2, Q-3, R-4, S-1$ $P-1, Q-3, R-2, S-4$
Milicevic3306
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in
Fluid Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
water-resources-engineering
system-of-forces
fluid-mechanics
0
votes
0
answers
46
GATE Civil 2013 | Question: 18
For a two dimensional flow field, the stream function $\psi$ is given as $\psi = \dfrac{3}{2}(y^2-x^2)$. The magnitude of discharge occurring between the stream lines passing through points $(0,3)$ and $(3,4)$ is $6$ $3$ $1.5$ $2$
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in
Fluid Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
water-resources-engineering
fluid-mechanics
flow-in-pipes
0
votes
0
answers
47
GATE Civil 2013 | Question: 20
Some of the water quality parameters are measured by titrating a water sample with a titrant. Group I gives a list of parameters and Group-II gives the list of titrants. ... $P - 2, Q - 1, R - 4, S - 3$ $P - 4, Q - 3, R - 2, S - 1$
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Water and Waste Water Quality and Treatment
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
environmental-engineering
water-and-waste-water-quality-and-treatment
alkalinity-of-water-sample
0
votes
0
answers
48
GATE Civil 2013 | Question: 21
A water treatment plant is designed to treat $1 \: m^3/s$ of raw water. It has $14$ sand filters. Surface area of each filter is $50 \: m^2$. What is the loading rate (in $\dfrac{m^3}{\text{day} \cdot m^2}$) with two filters out of service for routine backwashing? __________
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Water and Waste Water Quality and Treatment
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
numerical-answers
water-and-waste-water-quality-and-treatment
environmental-engineering
water-treatment-plant
0
votes
0
answers
49
GATE Civil 2013 | Question: 15
Four columns of a building are to be located within a plot size of $10 \: m \times 10 \: m$. The expected load on each column is $4000$ kN. Allowable bearing capacity of the soil deposit is $100 \: kN/m^2$. The type of foundation best suited is isolated footing raft foundation pile foundation combined footing
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in
Foundation Engineering
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
foundation-engineering
geotechnical-engineering
deep-foundations
types-of-piles
0
votes
0
answers
50
GATE Civil 2013 | Question: 16
For subcritical flow in an open channel, the control section for gradually varied flow profiles is at the downstream end at the upstream end at both upstream and downstream ends at any immediate section
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Hydraulics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
hydraulics
water-resources-engineering
flow-measurement-in-channels
0
votes
0
answers
51
GATE Civil 2013 | Question: 19
An isohyet is a line joining points of equal temperature equal humidity equal rainfall depth equal evaporation
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Hydrology
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
hydrology
water-resources-engineering
evaporation
0
votes
0
answers
52
GATE Civil 2013 | Question: 14
Following statements are made on compacted soils, wherein DS stands for the soils compacted on dry side of optimum moisture content and WS stands for the soils compacted on wet side of optimum moisture content. Identify the $\textit{incorrect}$ statement. Soil structure ... shrinkage is high on DS and low on WS On access to water, swelling is high on DS and low on DS
Milicevic3306
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in
Soil Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
soil-mechanics
geotechnical-engineering
compaction-of-soils
0
votes
0
answers
53
GATE Civil 2013 | Question: 11
A symmetric I-section (with width of each flange $=50$ mm, thickness of each flange $=10$ mm, depth of web $=100$ mm, and thickness of web $=10$ mm) of steel is subjected to a shear force of $100$ kN. Find the magnitude of the shear stress (in $N/mm^2$) in the web at its junction with the top flange _______
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in
Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
numerical-answers
steel-structures
structural-engineering
shear-stress
i-section
0
votes
0
answers
54
GATE Civil 2013 | Question: 12
In its natural condition, a soil sample has a mass of $1.980$ kg and a volume of $0.001 \: m^3$. After being completely dried in an oven, the mass of the sample is $1.800$ kg. Specific gravity G is $2.7$. Unit weight of water is $10 \: kN/m^3$. The degree of saturation of the soil is $0.65$ $0.70$ $0.54$ $0.61$
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in
Soil Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
soil-mechanics
geotechnical-engineering
specific-gravity
0
votes
0
answers
55
GATE Civil 2013 | Question: 10
The pin-jointed $2-D$ truss is loaded with a horizontal force of $15 \: kN$ at joint S and another $15 \: kN$ vertical force at joint U, as shown. Find the force in member RS (in $kN$) and report your answer taking tension as positive and compression as negative _________
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Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
structural-analysis
structural-engineering
analysis-of-trusses
numerical-answers
0
votes
0
answers
56
GATE Civil 2013 | Question: 13
The ratio $N_f/N_d$ is known as shape factor, where $N_f$ is the number of flow lines and $N_d$ is the number of equipotential drops. Flow net is always drawn with a constant $b/a$ ratio, where $b$ and $a$ are ... downstream heads are interchanged soil in the flow space is changed dimensions of the flow space are changed head difference causing the flow is changed
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Soil Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
soil-mechanics
geotechnical-engineering
flow-nets
0
votes
0
answers
57
GATE Civil 2013 | Question: 8
The ‘plane section remains plane’ assumption in bending theory implies strain profile is linear stress profile is linear both strain and strain profiles are linear shear deformations are neglected
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Solid Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
solid-mechanics
structural-engineering
bending-theory
stress-and-strain-relationship
0
votes
0
answers
58
GATE Civil 2013 | Question: 9
Two steel columns P (length $L$ and yield strength $f_y=250$ MPa) and Q (length $2L$ and yield strength $f_y=500$ MPa) have the same cross-sections and end-conditions. The ratio of buckling load of column P to that of column Q is $0.5$ $1.0$ $2.0$ $4.0$
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in
Solid Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
solid-mechanics
structural-engineering
buckling-of-column
0
votes
0
answers
59
GATE Civil 2013 | Question: 3
A $1$-h rainfall of $10$ cm magnitude at a station has a return period of $50$ years. The probability that a $1$-h rainfall of magnitude $10$ cm or more will occur in each of two successive years is $0.04$ $0.2$ $0.02$ $0.0004$
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Probability and Statistics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
probability-and-statistics
probability
0
votes
0
answers
60
GATE Civil 2013 | Question: 2
What is the minimum number of multiplications involved in computing the matrix product $PQR?$ Matrix P has $4$ rows an $2$ columns, matrix $Q$ has $2$ rows and $4$ columns, and matrix R has $4$ rows and $1$ column. __________
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Linear Algebra
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
numerical-answers
linear-algebra
matrices
0
votes
0
answers
61
GATE Civil 2013 | Question: 4
Maximum possible value of Compacting Factor for fresh (green) concrete is $0.5$ $1.0$ $1.5$ $2.0$
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in
Solid Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
solid-mechanics
geotechnical-engineering
compacting-factor
compactation-in-laboratory
0
votes
0
answers
62
GATE Civil 2013 | Question: 5
As per $IS \: 800:2007$, the cross-section in which the extreme fiber can reach the yield stress, but cannot develop the plastic moment of resistance due to failure by local buckling is classified as plastic section compact section semi-compact section slender section
Milicevic3306
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in
Solid Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
solid-mechanics
structural-engineering
buckling
0
votes
0
answers
63
GATE Civil 2013 | Question: 6
The creep strains are caused due to dead loads only caused due to live loads only caused due to cyclic loads only independent of loads
Milicevic3306
asked
in
Solid Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
solid-mechanics
structural-engineering
creep-strains
0
votes
0
answers
64
GATE Civil 2013 | Question: 7
As per $IS \: 456:2000$ for $M20$ grade concrete and plain barsin tension the design bond stress $\tau_{bd}=1.2$ MPa. Further, $IS \: 456:2000$ permits this design bond stress value to be increased by $60 \%$ for HSD bars. The stress ... tension, $\sigma_s=360$ MPa. Find the required development length, $L_d$, for HSD barsin terms of the bar diameter, $\phi$ ________
Milicevic3306
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in
Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
numerical-answers
steel-structures
structural-engineering
bond-stress
barsin-tension
0
votes
0
answers
65
GATE Civil 2013 | Question: 1
There is no value of $x$ that can simultaneously satisfy both the given equations. Therefore, find the ‘least squares error’ solution to the two equations, i.e., find the value of $x$ that minimizes the sum of squares of the errors in the two equations. _____ $2x=3$ $4x=1$
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in
Numerical Methods
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
numerical-answers
numerical-methods
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