GATE Civil Engineering
Ask us anything
Toggle navigation
GATE Civil Q&A
Email or Username
Password
Remember
Login
Register

I forgot my password
Activity
Questions
Tags
Subjects
Users
Ask
Blogs
New Blog
Exams
Recent questions and answers in Structural Analysis
0
votes
0
answers
1
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
in
Structural Analysis
by
jothee
(
2.7k
points)
gate2020ce1
structuralanalysis
structuralengineering
trusses
0
votes
0
answers
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
in
Structural Analysis
by
jothee
(
2.7k
points)
gate2020ce2
solimechanics
structuralanalysis
flexure
0
votes
0
answers
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 ________.
asked
Feb 13
in
Structural Analysis
by
jothee
(
2.7k
points)
gate2020ce2
numericalanswers
structuralanalysis
structuralengineering
trusses
0
votes
0
answers
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 $5$ $6$ $7$ $8$
asked
Aug 7, 2019
in
Structural Analysis
by
gatecse
(
3.9k
points)
gate2017ce2
structuralanalysis
frames
structuralengineering
0
votes
0
answers
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
Structural Analysis
by
gatecse
(
3.9k
points)
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
Structural Analysis
by
Arjun
(
2.8k
points)
gate2019ce1
structuralanalysis
structuralengineering
trusses
0
votes
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
Structural Analysis
by
Arjun
(
2.8k
points)
gate2019ce1
structuralanalysis
structuralengineering
trusses
0
votes
0
answers
8
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
Structural Analysis
by
Milicevic3306
(
11.9k
points)
gate2016ce1
structuralanalysis
structuralengineering
trusses
0
votes
0
answers
9
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
Structural Analysis
by
Milicevic3306
(
11.9k
points)
gate2017ce1
structuralanalysis
structuralengineering
analysisoftrusses
0
votes
0
answers
10
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
Structural Analysis
by
Milicevic3306
(
11.9k
points)
gate2015ce1
structuralanalysis
structuralengineering
stiffnesscoefficient
0
votes
0
answers
11
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.
asked
Mar 26, 2018
in
Structural Analysis
by
Milicevic3306
(
11.9k
points)
gate2015ce1
numericalanswers
structuralanalysis
structuralengineering
trusses
strainenergy
0
votes
0
answers
12
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
Structural Analysis
by
Milicevic3306
(
11.9k
points)
gate2014ce2
structuralanalysis
structuralengineering
cables
0
votes
0
answers
13
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
Structural Analysis
by
Milicevic3306
(
11.9k
points)
gate2014ce1
numericalanswers
structuralanalysis
structuralengineering
trusses
0
votes
0
answers
14
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
Structural Analysis
by
Milicevic3306
(
11.9k
points)
gate2014ce1
structuralanalysis
structuralengineering
staticindeterminacy
0
votes
0
answers
15
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
Structural Analysis
by
Milicevic3306
(
11.9k
points)
gate2013ce
structuralanalysis
structuralengineering
analysisoftrusses
numericalanswers
0
votes
0
answers
16
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
Structural Analysis
by
gatecse
(
3.9k
points)
gate2018ce2
numericalanswers
structuralanalysis
structuralengineering
cables
0
votes
0
answers
17
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
Structural Analysis
by
gatecse
(
3.9k
points)
gate2018ce2
structuralanalysis
structuralengineering
trusses
Help get things started by
asking a question
.
Welcome to GATE Civil Q&A, where you can ask questions and receive answers from other members of the community.
Top Users
Dec 2020
Recent questions and answers in Structural Analysis
1,042
questions
95
answers
26
comments
44,150
users