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Recent questions tagged structuralanalysis
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GATE2020CE15
Consider the planar truss shown in the figure (not drawn to the scale) Neglecting self weight of the numbers, the number of zeroforce members in the truss under the action of the load $P$, is $6$ $7$ $8$ $9$
asked
Feb 28
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by
jothee
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2.7k
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gate2020ce1
structuralanalysis
structuralengineering
trusses
0
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0
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2
GATE2020 CE27
A weightless cantilever beam of span L is loaded as shown in the figure. For the entire span of the beam, the material properties are identical and the cross section is rectangular with constant width. From the flexurecritical perspective, the most economical longitudinal profile of the beam to carry the given loads among the options given below, is
asked
Feb 13
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by
jothee
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2.7k
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gate2020ce2
solimechanics
structuralanalysis
flexure
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3
GATE2020 CE242
The plane truss has hinge supports at $P$ and $W$ and is subjected to the horizontal forces as shown in the figure (not drawn to the scale) Representing the tensile force with $’+’$ sign and the compressive force with $’’$ sign, the force in member $XW$ (in $kN$, round off to the nearest integer), is ________.
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Feb 13
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jothee
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2.7k
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gate2020ce2
numericalanswers
structuralanalysis
structuralengineering
trusses
0
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0
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4
GATE2017 CE214
Consider the following frame in the figure: If the axial and shear deformations in different members of the frame are assumed to be negligible, the reduction in the degree of kinematical indeterminacy would be equal to $5$ $6$ $7$ $8$
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Aug 7, 2019
in
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by
gatecse
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3.9k
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gate2017ce2
structuralanalysis
frames
structuralengineering
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0
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5
GATE2017 CE242
Consider the portal frame shown in the figure and assume the modulus of elasticity, $E=2.5 \times 10^4$ MPa and the moment of inertia, $I= 8 \times 10^8 \: mm^4$ for all the members of the frame. The rotation (in degrees, up to one decimal place) at the rigid joint Q would be ____________
asked
Aug 7, 2019
in
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by
gatecse
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3.9k
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gate2017ce2
numericalanswers
structuralanalysis
structuralengineering
frames
+1
vote
0
answers
6
GATE2019 CE1: 5
A plane truss is shown in the figure (not drawn to scale). Which one of the options contains ONLY zero force members in the truss? $\text{FG,FI,HI,RS}$ $\text{FG,FH,HI,RS}$ $\text{FI,HI,PR,RS}$ $\text{FI,FG,RS,PR}$
asked
Feb 14, 2019
in
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by
Arjun
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2.8k
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gate2019ce1
structuralanalysis
structuralengineering
trusses
0
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0
answers
7
GATE2019 CE1: 7
Consider the pinjointed plane truss shown in the figure $\text{(not drawn to scale)}$.Let $R_{P}, R_{Q}$ and $R_{R}$ denote the vertical reactions (upward positive) applied by the supports at $P, Q$ and $R,$ ... by $\text{(30,30,30)kN}$ $\text{(20,0,10)kN}$ $\text{(10,30,10)kN}$ $\text{(0,60,30)kN}$
asked
Feb 14, 2019
in
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by
Arjun
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2.8k
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gate2019ce1
structuralanalysis
structuralengineering
trusses
0
votes
0
answers
8
GATE2019 CE2: 20
The degree of static indeterminacy of the plane frame as shown in the figure is ________
asked
Feb 12, 2019
in
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by
Arjun
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2.8k
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gate2019ce2
numericalanswers
structuralengineering
structuralanalysis
staticindeterminacy
0
votes
0
answers
9
GATE2016236
A $450 \: mm$ long plain concrete prism is subjected to the concentrated vertical loads as shown in the figure. Cross section of the prism is given as $150 \: mm \times 150 \: mm$. Considering linear stress distribution across the crosssection, the modulus of rupture (expressed in MPa) is _____________
asked
Mar 28, 2018
in
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by
Milicevic3306
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11.8k
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gate2016ce2
numericalanswers
concretestructures
structuralanalysis
concreteprism
0
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0
answers
10
GATE2016131
A $3$ m long simply supported beam of uniform cross section is subjected to a uniformly distributed load of $w=20$kN/m in the central $1$ m as shown in the figure. If the flexural rigidity (EI) of the beam is $30 \times 10^6 \: Nm^2$, the maximum slope (expressed in radians) of the ... is $0.681 \times 10^{7}$ $0.943 \times 10^{7}$ $4.310 \times 10^{7}$ $5.910 \times 10^{7}$
asked
Mar 28, 2018
in
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by
Milicevic3306
(
11.8k
points)
gate2016ce1
structuralengineering
beams
structuralanalysis
0
votes
0
answers
11
GATE2016133
A plane truss with applied loads is shown in the figure. The members which do not carry any force are FT, TG, HU, MP, PL ET, GS, UR, VR, QL FT, GS, HU, MP, QL MP, PL, HU, FT, UR
asked
Mar 28, 2018
in
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by
Milicevic3306
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11.8k
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gate2016ce1
structuralanalysis
structuralengineering
trusses
0
votes
0
answers
12
GATE2017 CE1: 29
A planar truss tower structure is shown in the figure. Consider the following statements about the external and internal determinacies of the truss. Externally Determinate External Static Indeterminacy $=1$ External Static Indeterminacy $=2$ Internally Determinate Internal Static Indeterminacy $=1$ ... SFalse; TFalse; U True PTrue; Q True; RFalse; STrue; TFalse; U True
asked
Mar 26, 2018
in
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by
Milicevic3306
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11.8k
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gate2017ce1
structuralanalysis
structuralengineering
analysisoftrusses
0
votes
0
answers
13
GATE201517
For the beam shown below, the stiffness coefficient $K_{22}$ can be written as $\dfrac{6EI}{L^2} \\$ $\dfrac{12EI}{L^3} \\$ $\dfrac{3EI}{L} \\$ $\dfrac{EI}{6L^2}$
asked
Mar 26, 2018
in
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by
Milicevic3306
(
11.8k
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gate2015ce1
structuralanalysis
structuralengineering
stiffnesscoefficient
0
votes
0
answers
14
GATE2015137
For the $2D$ truss with the applied loads shown below, the strain energy in the member $XY$ is _____ kNm. For member $XY$, assume $AE=30$ kN, where $A$ is crosssection area and $E$ is the modulus of elasticity.
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Mar 26, 2018
in
Others
by
Milicevic3306
(
11.8k
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gate2015ce1
numericalanswers
structuralanalysis
structuralengineering
trusses
strainenergy
0
votes
0
answers
15
GATE2014235
The tension (in kN) in a $10$ m long cable, shown in the figure, neglecting its selfweight is $120$ $75$ $60$ $45$
asked
Mar 26, 2018
in
Others
by
Milicevic3306
(
11.8k
points)
gate2014ce2
structuralanalysis
structuralengineering
cables
0
votes
0
answers
16
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 ______
asked
Mar 26, 2018
in
Others
by
Milicevic3306
(
11.8k
points)
gate2014ce1
numericalanswers
structuralanalysis
structuralengineering
trusses
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
asked
Mar 26, 2018
in
Others
by
Milicevic3306
(
11.8k
points)
gate2014ce1
structuralanalysis
structuralengineering
staticindeterminacy
0
votes
0
answers
18
GATE201310
The pinjointed $2D$ 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 _________
asked
Mar 26, 2018
in
Others
by
Milicevic3306
(
11.8k
points)
gate2013ce
structuralanalysis
structuralengineering
analysisoftrusses
numericalanswers
0
votes
0
answers
19
GATE2018 CE2: 42
A cable PQ of length $25$ m is supported at two ends at the same level as shown in the figure. The horizontal distance between the supports is $20$ m. A point load of $150$ kN is applied at point R which divides into two equal parts. Neglecting the selfweight of the cable, the tension (in kN, in integer value) in the cable due to the applied load will be _______
asked
Feb 17, 2018
in
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by
gatecse
(
3.9k
points)
gate2018ce2
numericalanswers
structuralanalysis
structuralengineering
cables
0
votes
0
answers
20
GATE2018 CE2: 4
All the members of the planar truss (see figure), have the same properties in terms of area of crosssection (A) and modulus of elasticity (E). For the loads shown on the truss, the statement that correctly represents the nature of forces in the members of the ... and $1$ members in compression, and $2$ zeroforce member There are $2$ members in tension, and $3$ zeroforce member
asked
Feb 17, 2018
in
Others
by
gatecse
(
3.9k
points)
gate2018ce2
structuralanalysis
structuralengineering
trusses
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