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1
GATE2014144
Three rigid buckets, shown as in the figures $(1)$, $(2)$, and $(3)$, are of identical heights and base areas. Further, assume that each of these buckets have negligible mass and are full of water. The weights of water in these buckets are denoted as $W_1$, $W_2$ and $W_3$ ... $F_2 > F_1 >F_3$ $W_2=W_1=W_3$ and $F_1 = F_2 = F_3$ $W_2>W_1>W_3$ and $F_1 = F_2 = F_3$
recategorized
May 30
in
Fluid Mechanics
by
Chandanachandu
(
100
points)
gate2014ce1
waterresourcesengineering
weightsofwater
forceofwater
fluidmechanics
0
votes
0
answers
2
GATE2014146
$16$ MLD of water is flowing through a $2.5$ km long pipe of diameter $45$ cm. The chlorine at the rate of $32$ kg/d is applied at the entry of this pipe so that disinfected water is obtained at the exit. There is a proposal to increase the flow through this ... per day) to be applied to achieve the same degree of disinfection for the enhanced flow is $60.50$ $44.00$ $38.00$ $23.27$
recategorized
May 30
in
Water and Waste Water Quality and Treatment
by
Chandanachandu
(
100
points)
gate2014ce1
waterandwastewaterqualityandtreatment
environmentalengineering
waterdistributionsystem
0
votes
0
answers
3
GATE2014136
In a reinforced concrete section, the stress at the extreme fibre in compression is $5.80$ MPa. The depth of neutral axis in the section is $58$ mm and the grade of concrete is $M25$. Assuming linear elastic behavior of the concrete, the effective curvature of the section (in per mm) is $2.0 \times 10^{6}$ $3.0 \times 10^{6}$ $4.0 \times 10^{6}$ $5.0 \times 10^{6}$
edited
May 30
in
Concrete Structures
by
Chandanachandu
(
100
points)
gate2014ce1
concretestructures
structuralengineering
reinforcedconcretesection
0
votes
0
answers
4
GATE2014139
The following data are given for the laboratory sample. $\sigma_0=175$ kPa; $e_0 =1.1$; $\sigma_0 + \Delta \sigma_0 =300$ kPa; $e=0.9$ If thickness of the clay specimen is $25$ mm, the value of coefficient of volume compressibility is ______ $\times 10^{4} m^2/kN$
recategorized
May 30
in
Soil Mechanics
by
Chandanachandu
(
100
points)
gate2014ce1
numericalanswers
geotechnicalengineering
clayspecimen
soilmechanics
compressibility
0
votes
0
answers
5
GATE2014131
For the cantilever beam of span $3$ m (shown below) m concentrated load of $20 \: kN$ applied at the free end causes a vertical displacement of $2$ mm at a section located at a distance of $1$ m from the fixed end. If a concentrated vertically downward load ... m from the fixed end (with no other load on the beam), the maximum vertical displacement in the same beam (in mm) is ______
recategorized
May 30
in
Structural Analysis
by
Chandanachandu
(
100
points)
gate2014ce1
numericalanswers
structuralengineering
structuralanalysis
analysisofbeams
cantileverbeam
0
votes
0
answers
6
GATE2014127
A box of weight $100$ kN shown in the figure is to be lifted without swinging. If all forces are coplanar, the magnitude and direction $( \theta)$ of the force $(F)$ with respect to $x$axis should be $F=56.389$ kN and $\theta=28.28^{\circ}$ $F=56.389$ kN and $\theta=28.28^{\circ}$ $F=9.055$ kN and $\theta=1.414^{\circ}$ $F=9.055$ kN and $\theta=1.414^{\circ}$
recategorized
May 30
in
Engineering Mechanics
by
Chandanachandu
(
100
points)
gate2014ce1
structuralengineering
engineeringmechanics
systemofforces
coplanar
0
votes
0
answers
7
GATE2014128
A particle moves along a curve whose parametric equations are: $x=t^3+2t$, $y=3e^{2t}$ and $z=2 \sin (5t)$, where $x$, $y$ and $z$ show variations of the distance covered by the particle (in cm) with time $t$ (in s). The magnitude of the acceleration of the particle (in $cm/s^2$) at $t=0$ is ________
recategorized
May 30
in
Calculus
by
Chandanachandu
(
100
points)
gate2014ce1
numericalanswers
engineeringmathematics
calculus
parametricequations
0
votes
0
answers
8
GATE2014132
For the truss shown below, the member $PQ$ is short by $3$ mm. The magnitude of vertical displacement of joint $R$ (in mm) is ______
retagged
May 30
in
Structural Analysis
by
Chandanachandu
(
100
points)
gate2014ce1
numericalanswers
structuralanalysis
structuralengineering
analysisoftrusses
0
votes
0
answers
9
GATE2014133
A rectangular beam of width $(b)$ $230$ mm and effective depth $(d)$ $450$ mm is reinforced with four bars of $12$ mm diameter. The grade of concrete is $M20$ and grade of steel is $Fe500$. Given that for $M20$ ... diameter (in mm) of $Fe500$ steel two legged stirrups to be used at spacing of $375$ mm, should be $8$ $10$ $12$ $16$
recategorized
May 30
in
Steel Structures
by
Chandanachandu
(
100
points)
gate2014ce1
structuralengineering
steelstructures
twoleggedstirrups
0
votes
0
answers
10
GATE2014121
Some of the nontoxic metals normally found in natural water are arsenic lead and mercury calcium sodium and silver cadmium, chromium and copper iron, manganese and magnesium
recategorized
May 30
in
Water and Waste Water Quality and Treatment
by
Chandanachandu
(
100
points)
gate2014ce1
environmentalengineering
waterandwastewaterqualityandtreatment
nontoxicmetalsinwater
0
votes
0
answers
11
GATE2014118
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
recategorized
May 30
in
Hydrology
by
Chandanachandu
(
100
points)
gate2014ce1
waterresourcesengineering
hydrology
conventionalflowdurationcurve
0
votes
0
answers
12
GATE2014117
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 _______
retagged
May 30
in
Fluid Mechanics
by
Chandanachandu
(
100
points)
gate2014ce1
numericalanswers
fluidmechanics
fluidstatics
waterresourcesengineering
0
votes
0
answers
13
GATE2014120
The dimension for kinematic viscosity is $\dfrac{L}{MT} \\$ $\dfrac{L}{T^2} \\$ $\dfrac{L^2}{T} \\$ $\dfrac{ML}{T}$
recategorized
May 30
in
Fluid Mechanics
by
Chandanachandu
(
100
points)
gate2014ce1
waterresourcesengineering
fluidmechanics
kinematicviscosity
0
votes
0
answers
14
GATE2014112
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 $P$ $Q$ $R$ $S$
recategorized
May 30
in
Structural Analysis
by
Chandanachandu
(
100
points)
gate2014ce1
structuralengineering
structuralanalysis
analysisofbeams
0
votes
0
answers
15
GATE201417
The possible location of shear centre of the channel section, shown below, is $P$ $Q$ $R$ $S$
recategorized
May 30
in
Solid Mechanics
by
Chandanachandu
(
100
points)
gate2014ce1
structuralengineering
solidmechanics
shearcentre
channelsecction
0
votes
0
answers
16
GATE201419
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 $IS:4562000$ is ________
retagged
May 30
in
Steel Structures
by
Chandanachandu
(
100
points)
gate2014ce1
numericalanswers
steelstructures
structuralengineering
limitstatedesignconcepts
0
votes
0
answers
17
GATE2014111
The degree of static indeterminacy of a rigid joined frame $\text{PQR}$ supported as shown in the figure is zero one two unstable
edited
May 30
in
Structural Analysis
by
Chandanachandu
(
100
points)
gate2014ce1
structuralanalysis
structuralengineering
staticindeterminacy
analysisofframes
0
votes
0
answers
18
GATE201415
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 $\dfrac{3}{2} \\$ $\dfrac{3}{4} \\$ $\dfrac{4}{5} \\$ $\dfrac{5}{2}$
recategorized
May 30
in
Numerical Methods
by
Chandanachandu
(
100
points)
gate2014ce1
numericalanswers
numericalability
triangle
cartesiancoordinatesystem
0
votes
0
answers
19
GATE2014130
Mathematical idealization of a crane has three bars with their vertices arranged as shown in the figure with a load of $80$ kN hanging vertically. The coordinates of the vertices are given in parentheses. The force in the member $QR$, $F_{QR}$ will be $30$ kN Compressive $30$ kN Tensile $50$ Compressive $50$ kN Tensile
recategorized
May 29
in
Engineering Mechanics
by
Chandanachandu
(
100
points)
gate2014ce1
structuralengineering
solidmechanics
internalforcesinstructures
0
votes
0
answers
20
GATE2014143
A rectangular channel having a bed slope of $0.0001$, width $3.0$ m and Manning's coefficient $'n'$ $0.015$, carries a discharge of $1.0 \: m^3/s$. Given that the normal depth of flow range between $0.76$ m and $0.8$ m. The minimum width of ... is not exceeded along the reach upstream of the contraction, is approximately equal to (assume negligible losses) $0.64$ $0.84$ $1.04$ $1.24$
recategorized
May 29
in
Hydraulics
by
Chandanachandu
(
100
points)
gate2014ce1
waterresourcesengineering
hydraulics
manningscoefficient
flowmeasurementinchannels
0
votes
0
answers
21
GATE2014141
A horizontal jet of water with its crosssectional area of $0.0028 \: m^2$ hits a fixed vertical plate with a velocity of $5$ m/s. After impact, the jet splits symmetrically in a plane parallel to the plane of the plate. The force of impact (in N) of the jet on the plate is $90$ $80$ $70$ $60$
recategorized
May 29
in
Fluid Mechanics
by
Chandanachandu
(
100
points)
gate2014ce1
waterresourcesengineering
fluidmechanics
forceimpact
0
votes
0
answers
22
GATE2014151
The perceptionreaction time for a vehicle travelling at $90$ km/h, given the coefficient of longitudinal friction of $0.35$ and the stopping sight distance of $170$ m (assume $g=9.81 \: m/s^2$), is _____ seconds.
recategorized
May 29
in
Transportation Infrastructure
by
Chandanachandu
(
100
points)
gate2014ce1
numericalanswers
transportationengineering
transportationinfrastructure
sightdistances
0
votes
0
answers
23
GATE2014148
For a sample water with the ionic composition shown in the figure below, the carbonate and noncarbonate hardness concentrations (in mg/l as $CaCO_3$), respectively are: $200$ and $50$ $175$ and $75$ $75$ and $175$ $50$ and $200$
edited
May 29
in
Water and Waste Water Quality and Treatment
by
Chandanachandu
(
100
points)
gate2014ce1
waterandwastewaterqualityandtreatment
environmentalengineering
basicsofwaterqualitystandards
chemicalparameters
0
votes
0
answers
24
GATE2014149
A straight $100$ m long raw water gravity main is to carry water from an intake structure to the jack well of a water treatment plant. The required flow through this water main is $0.21 \: m^3/s$. Allowable velocity through the main is $0.75$ m/ ... (in $cm/100$ m length) to be given to this gravity main so that the required amount of water flows without any difficulty is ___________
recategorized
May 29
in
Fluid Mechanics
by
Chandanachandu
(
100
points)
gate2014ce1
numericalanswers
waterresourcesengineering
fluidmechanics
flowinpipes
0
votes
0
answers
25
GATE2014221
The dominating microorganisms in an activated sludge process reactor are aerobic heterotrophs anaerobic heterotrophs autotrophs phototrophs
edited
May 29
in
Water and Waste Water Quality and Treatment
by
Chandanachandu
(
100
points)
gate2014ce2
waterandwastewaterqualityandtreatment
environmentalengineering
activatedsludgeprocess
0
votes
0
answers
26
GATE2014218
Group I lists a few devices while Group II provides information about their uses. Match the devices with their corresponding use. ... $P4; \: Q2; \: R1 \: S3$ $P4; \: Q3; \: R2 \: S1$
recategorized
May 29
in
Fluid Mechanics
by
Chandanachandu
(
100
points)
gate2014ce2
waterresourcesengineering
fluidmechanics
flowstream
0
votes
0
answers
27
GATE2014217
A plane flow has velocity components $u=\dfrac{x}{T_1}$, $v=\dfrac{y}{T_2}$ and $w=0$ along $x,y$ and $z$ directions respectively, where $T_1( \neq 0)$ and $T_2 (\neq 0)$ are constants having the dimension of time. The given flow is incompressible if $T_1=T_2 \\$ $T_1= \dfrac{T_2}{2} \\$ $T_1=\dfrac{T_2}{2} \\$ $T_1=T_2$
recategorized
May 29
in
Fluid Mechanics
by
Chandanachandu
(
100
points)
gate2014ce2
fluidmechanics
waterresourcesengineering
flowinpipes
0
votes
0
answers
28
GATE2014224
A road is being designed for a speed of $110$ km/hr on a horizontal curve with a super elevation of $8 \%$. If the coefficient of side friction is $0.10$, the minimum radius of the curve (in m) required for safe vehicular movement is $115.0$ $152.3$ $264.3$ $528.5$
recategorized
May 29
in
Transportation Infrastructure
by
Chandanachandu
(
100
points)
gate2014ce2
transportationengineering
transportationinfrastructure
geometricdesignofhighways
0
votes
0
answers
29
GATE2014229
Water is flowing at a steady rate through a homogeneous and saturated horizontal soil strip of $10$ m length. The strip is being subjected to a constant water head $(H)$ of $5$ m at the beginning and $1$ m at the end. If the governing equation of flow in the soil ... $x$ is the distance along the soil strip), the value of $H$ (in m) at the middle of the strip is _______
recategorized
May 29
in
Soil Mechanics
by
Chandanachandu
(
100
points)
gate2014ce2
numericalanswers
geotechnicalengineering
soilmechanics
0
votes
0
answers
30
GATE2014233
Considering the symmetric of a rigid frame as shown below, the magnitude of the bending moment (in kNm) at P (preferably using the moment distribution method) is $170$ $172$ $176$ $178$
edited
May 29
in
Engineering Mechanics
by
Chandanachandu
(
100
points)
gate2014ce2
structuralanalysis
analysisofframes
0
votes
0
answers
31
GATE2014235
The tension (in kN) in a $10$ m long cable, shown in the figure, neglecting its selfweight is $120$ $75$ $60$ $45$
edited
May 29
in
Structural Analysis
by
Chandanachandu
(
100
points)
gate2014ce2
structuralanalysis
structuralengineering
analysisofcables
0
votes
0
answers
32
GATE2014237
An infinitely long slope is made up of a $c\phi$ soil having the properties: cohesion $(c)=20$ kPa, and dry unit weight $(\gamma_d)=16 \: kN/m^3$. The angle of inclination and critical height of the slope are $40^{\circ}$ and $5$ m respectively. To maintain the limiting equilibrium, the angle of internal friction of the soil (in degrees) is _______
recategorized
May 29
in
Soil Mechanics
by
Chandanachandu
(
100
points)
gate2014ce2
numericalanswers
geotechnicalengineering
soilmechanics
indexproperties
equilibrium
0
votes
0
answers
33
GATE2014247
A surface water treatment plant operates round the clock with a flow rate of $35 \: m^3/min$. The water temperature is $15^{\circ}C$ and jar testing indicated an alum dosage of $25$ mg/l with flocculation at a $Gt$ value of $4 \times 10^4$ producing optimal results. The alum quantity required for $30$ days (in kg) of operation of the plant is _______
retagged
May 29
in
Water and Waste Water Quality and Treatment
by
Chandanachandu
(
100
points)
gate2014ce2
numericalanswers
waterandwastewaterqualityandtreatment
environmentalengineering
surfacewatertreatment
0
votes
0
answers
34
GATE2014245
With reference to a standard Cartesian (x, y) plane, the parabolic velocity distribution profile of fully developed laminar flow in xdirection between two parallel, stationary and identical plates that are separated by distance, h, is given by the expression ...
recategorized
May 29
in
Fluid Mechanics
by
Chandanachandu
(
100
points)
gate2014ce2
waterresourcesengineering
fluidmechanics
laminarflow
0
votes
0
answers
35
GATE2014248
An effluent at a flow rate of $2670 \: m^3/d$ from a sewage treatment plant is to be disinfected. The laboratory data of disinfection studies with a chlorine dosage of $15$ mg/l yield the model $N_t=N_oe^{0.145t}$ where $N_t=$ number of microorganisms surviving ... (at $t=0$). The volume of disinfection unit (in $m^3$) required to achieve a $98\%$ kill microorganisms is __________
retagged
May 29
in
Water and Waste Water Quality and Treatment
by
Chandanachandu
(
100
points)
gate2014ce2
numericalanswers
waterandwastewaterqualityandtreatment
environmentalengineering
effluentdischargestandards
sewagetreatment
0
votes
0
answers
36
GATE2014249
A waste water stream (flow $=2 m^3/s$, ultimate BOD$=90$ mg/l) is joining a small river (flow $=12 \: m^3/s$, ultimate BOD $=5$ mg/l). Both water streams get mixed up instantaneously. Crosssectional area of the river is $50 \: m^2$. Assuming the deoxygenation rate ... $10$ km downstream of the mixing point is $1.68$ $12.63$ $15.46$ $1.37$
edited
May 29
in
Water and Waste Water Quality and Treatment
by
Chandanachandu
(
100
points)
gate2014ce2
waterandwastewaterqualityandtreatment
environmentalengineering
deoxygenationrateconstant
wastewaterstream
0
votes
0
answers
37
GATE2014254
A tacheometer was placed at point $P$ to estimate the horizontal distances $PQ$ and $PR$. The corresponding stadia intercepts with the telescope kept horizontal, are $0.320$ m and $0.210$ m, respectively. The $\angle QPR $ ... $=100$ and stadia addition constant $=0.10$ m, the horizontal distance (in m) between the points $Q$ and $R$ is __________
recategorized
May 29
in
Geomatics Engineering
by
Chandanachandu
(
100
points)
gate2014ce2
numericalanswers
geomaticsengineering
distanceandanglemeasurement
0
votes
0
answers
38
GATE2014252
On a section of a highway the speeddensity relationship is linear an is given by $v=\big[80 – \dfrac{2}{3}k\big]$; where $v$ is in km/h and $k$ is in veh/km. The capacity (in veh/h) of this section of the highway would be $1200$ $2400$ $4800$ $9600$
retagged
May 29
in
Highway Pavements
by
Chandanachandu
(
100
points)
gate2014ce2
highwaypavements
transportationengineering
geometricdesignofhighways
0
votes
0
answers
39
GATE2014251
A student riding a bicycle on a $5$ km oneway street takes $40$ minutes to reach home. The student stopped for $15$ minutes during this ride. $60$ vehicles overtook the student (assume the number of vehicles overtaken by the student is zero) during the ride and $45$ vehicles while the student stopped. The speed of vehicle stream on that road (in km/hr) is $7.5$ $12$ $40$ $60$
recategorized
May 29
in
Traffic Engineering
by
Chandanachandu
(
100
points)
gate2014ce2
transportationengineering
trafficengineering
trafficstudiosonflowandspeed
0
votes
0
answers
40
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
edited
May 29
in
Soil Mechanics
by
Chandanachandu
(
100
points)
gate2013ce
soilmechanics
geotechnicalengineering
compactionofsoils
0
votes
0
answers
41
GATE Civil 2013  Question: 17
GroupI contains dimensionless parameters and GroupII contains the ratios. ... $P3, Q4, R2, S1$ $P2, Q3, R4, S1$ $P1, Q3, R2, S4$
recategorized
May 29
in
Fluid Mechanics
by
Chandanachandu
(
100
points)
gate2013ce
waterresourcesengineering
systemofforces
fluidmechanics
0
votes
0
answers
42
GATE Civil 2013  Question: 11
A symmetric Isection (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 _______
recategorized
May 29
in
Steel Structures
by
Chandanachandu
(
100
points)
gate2013ce
numericalanswers
steelstructures
structuralengineering
shearstress
isection
0
votes
0
answers
43
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 $0.65$ $0.70$ $0.54$ $0.61$
edited
May 29
in
Soil Mechanics
by
Chandanachandu
(
100
points)
gate2013ce
soilmechanics
geotechnicalengineering
specificgravity
0
votes
0
answers
44
GATE Civil 2013  Question: 18
For a two dimensional flow field, the stream function $\psi$ is given as $\psi = \dfrac{3}{2}(y^2x^2)$. The magnitude of discharge occurring between the stream lines passing through points $(0,3)$ and $(3,4)$ is $6$ $3$ $1.5$ $2$
recategorized
May 29
in
Fluid Mechanics
by
Chandanachandu
(
100
points)
gate2013ce
waterresourcesengineering
fluidmechanics
flowinpipes
0
votes
0
answers
45
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 GroupII gives the list of titrants. ... $P  2, Q  1, R  4, S  3$ $P  4, Q  3, R  2, S  1$
recategorized
May 29
in
Water and Waste Water Quality and Treatment
by
Chandanachandu
(
100
points)
gate2013ce
environmentalengineering
waterandwastewaterqualityandtreatment
alkalinityofwatersample
0
votes
0
answers
46
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? __________
retagged
May 29
in
Water and Waste Water Quality and Treatment
by
Chandanachandu
(
100
points)
gate2013ce
numericalanswers
waterandwastewaterqualityandtreatment
environmentalengineering
watertreatmentplant
0
votes
0
answers
47
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
recategorized
May 29
in
Transportation Infrastructure
by
Chandanachandu
(
100
points)
gate2013ce
transportationinfrastructure
transportationengineering
geometricdesignofhighways
0
votes
0
answers
48
GATE Civil 2013  Question: 32
A uniform beam $(EI = \textit{constant})PQ$ in the form of a quartercircle 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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numericalanswers
structuralengineering
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49
GATE Civil 2013  Question: 31
All members in the rigidjointed 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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May 29
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Structural Analysis
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100
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gate2013ce
numericalanswers
structuralanalysis
bendingmoment
structuralengineering
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50
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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May 29
in
Structural Analysis
by
Chandanachandu
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100
points)
gate2013ce
tructuralanalysis
shearforce
structuralengineering
analysisofbeams
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