GO Civil
Login
Register
@
Dark Mode
Profile
Edit my Profile
Messages
My favorites
Register
Activity
Questions
Tags
Subjects
Users
Ask
Blogs
New Blog
Exams
Dark Mode
Recent questions tagged structural-analysis
0
votes
0
answers
1
GATE Civil 2021 Set 2 | Question: 38
A prismatic fixed-fixed beam, modelled with a total lumped-mass of $\text{10 kg}$ as a single degree of freedom $\text{(SDOF)}$ system is shown in the figure. If the flexural stiffness of the beam is $4 \pi ^{2}$ $\text{kN/m}$, its natural frequency of vibration (in $\text{Hz}$, $\textit{in integer}$) in the flexural mode will be ______________
go_editor
asked
in
Structural Analysis
Mar 1, 2021
by
go_editor
5.3k
points
gatecivil-2021-set2
numerical-answers
stiffness-and-flexibility-methods
structural-analysis
0
votes
0
answers
2
GATE2020-CE-1-5
Consider the planar truss shown in the figure (not drawn to the scale) Neglecting self weight of the numbers, the number of zero-force members in the truss under the action of the load $P$, is $6$ $7$ $8$ $9$
go_editor
asked
in
Structural Analysis
Feb 28, 2020
by
go_editor
5.3k
points
gate2020-ce-1
structural-analysis
structural-engineering
analysis-of-trusses
0
votes
0
answers
3
GATE2020 CE-2-7
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 flexure-critical perspective, the most economical longitudinal profile of the beam to carry the given loads among the options given below, is
go_editor
asked
in
Structural Analysis
Feb 13, 2020
by
go_editor
5.3k
points
gate2020-ce-2
soli-mechanics
structural-analysis
flexure
0
votes
0
answers
4
GATE2020 CE-2-42
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 ________.
go_editor
asked
in
Structural Analysis
Feb 13, 2020
by
go_editor
5.3k
points
gate2020-ce-2
numerical-answers
structural-analysis
structural-engineering
trusses
0
votes
0
answers
5
GATE2017 CE-2-14
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 $5$ $6$ $7$ $8$
gatecse
asked
in
Structural Analysis
Aug 7, 2019
by
gatecse
4.0k
points
gate2017-ce-2
structural-analysis
analysis-of-frames
structural-engineering
0
votes
0
answers
6
GATE2017 CE-2-31
Two prismatic beams having the same flexural rigidity of $1000 \: kN-m^2$ are shown in the figures. If the mid-span deflections of these beams are denoted by $\delta_1$ and $\delta_2$ (as indicated in the figures), the correct option is $\delta_1 = \delta_2$ $\delta_1 < \delta_2$ $\delta_1 > \delta_2$ $\delta_1 >> \delta_2$
gatecse
asked
in
Structural Analysis
Aug 7, 2019
by
gatecse
4.0k
points
gate2017-ce-2
structural-analysis
structural-engineering
analysis-of-beam
prismatic-beam
0
votes
0
answers
7
GATE2017 CE-2-32
Consider the prismatic beams with the clamped supports P, Q, and R as shown in the figures. Given that eh modulus of elasticity, $E$ is $2.5 \times 10^4$ MPa; and the moment of inertia, $I$ is $8 \times 10^8 \: mm^4$, the correct comparison of the magnitudes of the ... $M_P = M_Q>M_R$ $S_P < S_Q> S_R$; $M_P = M_Q=M_R$ $S_P < S_Q< S_R$; $M_P < M_Q < M_R$
gatecse
asked
in
Structural Analysis
Aug 7, 2019
by
gatecse
4.0k
points
gate2017-ce-2
structural-engineering
structural-analysis
analysis-of-beams
prismatic-beam
0
votes
0
answers
8
GATE2017 CE-2-42
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 ____________
gatecse
asked
in
Structural Analysis
Aug 7, 2019
by
gatecse
4.0k
points
gate2017-ce-2
numerical-answers
structural-analysis
structural-engineering
analysis-of-frames
1
vote
0
answers
9
GATE2019 CE-1: 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? $\text{FG,FI,HI,RS}$ $\text{FG,FH,HI,RS}$ $\text{FI,HI,PR,RS}$ $\text{FI,FG,RS,PR}$
Arjun
asked
in
Structural Analysis
Feb 14, 2019
by
Arjun
11.6k
points
gate2019-ce-1
structural-analysis
structural-engineering
trusses
0
votes
0
answers
10
GATE2019 CE-1: 7
Consider the pin-jointed 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 $\text{(30,-30,30)kN}$ $\text{(20,0,10)kN}$ $\text{(10,30,-10)kN}$ $\text{(0,60,-30)kN}$
Arjun
asked
in
Structural Analysis
Feb 14, 2019
by
Arjun
11.6k
points
gate2019-ce-1
structural-analysis
structural-engineering
trusses
0
votes
0
answers
11
GATE2019 CE-1: 32
The rigid-jointed plane frame QRS shown in the figure is subjected to a load $P$ at the joint $R$. Let the axial deformations in the frame be neglected. If the support $S$ undergoes a settlement of $\Delta = \frac{PL^3}{\beta EI}$, the vertical reaction at the support $S$ will become zero when $\beta$ is equal to $0.1$ $3.0$ $7.5$ $48.0$
Arjun
asked
in
Structural Analysis
Feb 14, 2019
by
Arjun
11.6k
points
gate2019-ce-1
structural-engineering
structural-analysis
analysis-of-frames
0
votes
0
answers
12
GATE2019 CE-1: 39
A portal frame shown in figure (not drawn to scale) has a hinge support at joint P and a roller support at joint R. A point load of $50 \: kN$ is acting at joint in R in the horizontal direction. The flexural rigidity. EI, of each number is $10^6 \: kNm^2$. Under the applied load, the horizontal displacement (in mm, round off to $1$ decimal place) of joint R would be _________
Arjun
asked
in
Structural Analysis
Feb 14, 2019
by
Arjun
11.6k
points
gate2019-ce-1
numerical-answers
structural-engineering
structural-analysis
analysis-of-frames
0
votes
0
answers
13
GATE2019 CE-2: 20
The degree of static indeterminacy of the plane frame as shown in the figure is ________
Arjun
asked
in
Structural Analysis
Feb 12, 2019
by
Arjun
11.6k
points
gate2019-ce-2
numerical-answers
structural-engineering
structural-analysis
analysis-of-frames
0
votes
0
answers
14
GATE2019 CE-2: 37
A plane frame shown in the figure (not to scale) has linear elastic springs at node H. The spring constants are $k_x = k_y = 5 \times 10^5 kN/m$ and $k_{\theta} =3 \times 10^5 \: kNm/rad$. For the externally applied moment of $30 \: kNm$ at node F, the rotation (in degrees, round off to $3$ decimals) observed in the rotational spring at node H is ______
Arjun
asked
in
Structural Analysis
Feb 12, 2019
by
Arjun
11.6k
points
gate2019-ce-2
numerical-answers
structural-engineering
structural-analysis
analysis-of-frames
0
votes
0
answers
15
GATE2019 CE-2: 38
A rolled $I$-section beam is supported in a $75 \: mm$ wide bearing plate as shown in the figure. Thicknesses of flange and web of the $I$ section $20 \: mm$ and $8 \: mm$, respectively. Root radius of the $I$-section is $10 \: mm$. Assume: material ... $IS: 800-2007$, the web bearing strength (in $kN$, round off to $2$ decimal places) of the beam is __________
Arjun
asked
in
Structural Analysis
Feb 12, 2019
by
Arjun
11.6k
points
gate2019-ce-2
numerical-answers
structural-engineering
structural-analysis
analysis-of-beams
0
votes
0
answers
16
GATE2016-2-33
The portal frame shown in the figure is subjected to a uniformly distributed vertical load $w$ (per unit length). The bending moment in the beam at the joint ‘Q’ is zero $\dfrac{wL^2}{24}$ (hogging) $\dfrac{wL^2}{12}$ (hogging) $\dfrac{wL^2}{8}$ (sagging)
Milicevic3306
asked
in
Structural Analysis
Mar 28, 2018
by
Milicevic3306
11.9k
points
gate2016-ce-2
bending-moment-in-beam
structural-analysis
structural-engineering
analysis-of-frames
0
votes
0
answers
17
GATE2016-2-36
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 cross-section, the modulus of rupture (expressed in MPa) is _____________
Milicevic3306
asked
in
Concrete Structures
Mar 28, 2018
by
Milicevic3306
11.9k
points
gate2016-ce-2
numerical-answers
concrete-structures
structural-analysis
concrete-prism
0
votes
0
answers
18
GATE2016-1-6
Consider the plane truss with load P as shown in the figure. Let the horizontal and vertical reactions at the joint $\textbf{B}$ be $H_B$ and $V_B$, respectively and $V_C$ be the vertical reaction at the joint $\textbf{C}$. Which one of the following sets gives the correct values of $V_B$, $H_B$ ... $V_B=P; \: H_B = P (\cos 60^{\circ}); \: V_C=0$
Milicevic3306
asked
in
Structural Analysis
Mar 28, 2018
by
Milicevic3306
11.9k
points
gate2016-ce-1
structural-engineering
structural-analysis
analysis-of-trusses
0
votes
0
answers
19
GATE2016-1-31
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 $30 \times 10^6 \: N-m^2$, the maximum slope (expressed in radians) of the ... is $0.681 \times 10^{-7}$ $0.943 \times 10^{-7}$ $4.310 \times 10^{-7}$ $5.910 \times 10^{-7}$
Milicevic3306
asked
in
Structural Analysis
Mar 28, 2018
by
Milicevic3306
11.9k
points
gate2016-ce-1
structural-engineering
analysis-of-beams
structural-analysis
0
votes
0
answers
20
GATE2016-1-32
Two beams $PQ$ (fixed at $P$ and with a roller support at $Q$, as shown in Figure I, which allows vertical movement) and $XZ$ (with a hinge at $Y$) are shown in the Figures I and II respectively. The spans of $PQ$ and $XZ$ are $L$ and $2L$ respectively. Both the ... $\delta_{\text{max1}} = \delta_{\text{max2}}$ and $\theta_{\text{max1}} = \theta_{\text{max2}}$
Milicevic3306
asked
in
Structural Analysis
Mar 28, 2018
by
Milicevic3306
11.9k
points
gate2016-ce-1
analysis-of-beams
structural-engineering
structural-analysis
0
votes
0
answers
21
GATE2016-1-33
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
Milicevic3306
asked
in
Structural Analysis
Mar 28, 2018
by
Milicevic3306
11.9k
points
gate2016-ce-1
structural-analysis
structural-engineering
analysis-of-trusses
0
votes
0
answers
22
GATE2017 CE-1: 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 $=1$ ... S-False; T-False; U- True P-True; Q- True; R-False; S-True; T-False; U- True
Milicevic3306
asked
in
Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2017-ce-1
structural-analysis
structural-engineering
analysis-of-trusses
0
votes
0
answers
23
GATE2017 CE-1: 40
The value of $M$ in the beam ABC shown in the figure is such that the joint B does not rotate. The value of support reaction (in kN) at B should be equal to _________.
Milicevic3306
asked
in
Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2017-ce-1
numerical-answers
structural-engineering
structural-analysis
analysis-of-beams
0
votes
0
answers
24
GATE2015-2-6
A horizontal beam $ABC$ is loaded as shown in the figure below. The distance of the point of contraflexure from end $A$ (in m) is _________
Milicevic3306
asked
in
Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
numerical-answers
structural-engineering
structural-analysis
analysis-of-beams
0
votes
0
answers
25
GATE2015-2-8
A guided support as shown in the figure below is represented by three springs (horizontal, vertical and rotational) with stiffness $k_x, k_y$ and $k_{\theta}$ respectively. The limiting values of $k_x, k_y$ and $k_{\theta}$ are: $\infty, 0, \infty$ $\infty, \infty, \infty$ $0, \infty, \infty$ $\infty, \infty, 0$
Milicevic3306
asked
in
Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
structural-engineering
structural-analysis
stiffness
0
votes
0
answers
26
GATE2015-2-33
A simply supported beam AB of span, $L=24$ m is subjected to two wheel loads acting at a distance, $d=5$ m apart as shown in the figure below. Each wheel transmits a load, $P=3$ kN and may occupy any position along the beam. If the beam is an $I$-section having section modulus, $S=16.2 \:cm^3$, the maximum bending stress (in GPa) due to the wheel loads is _______.
Milicevic3306
asked
in
Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
numerical-answers
structural-engineering
beam
structural-analysis
analysis-of-beams
0
votes
0
answers
27
GATE2015-1-7
For the beam shown below, the stiffness coefficient $K_{22}$ can be written as $\dfrac{6EI}{L^2} \\$ $\dfrac{12EI}{L^3} \\$ $\dfrac{3EI}{L} \\$ $\dfrac{EI}{6L^2}$
Milicevic3306
asked
in
Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-1
structural-analysis
structural-engineering
stiffness-coefficient
0
votes
0
answers
28
GATE2015-1-33
Consider the singly reinforced beam section given below (left figure). The stress block parameters for the cross-section from $IS:456-2000$ are also given below (right figure). The moment of resistance for the given section by the limit state method is _______ kN-m
Milicevic3306
asked
in
Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-1
numerical-answers
structural-engineering
structural-analysis
analysis-of-beams
0
votes
0
answers
29
GATE2015-1-37
For the $2D$ truss with the applied loads shown below, the strain energy in the member $XY$ is _____ kN-m. For member $XY$, assume $AE=30$ kN, where $A$ is cross-section area and $E$ is the modulus of elasticity.
Milicevic3306
asked
in
Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-1
numerical-answers
structural-analysis
structural-engineering
trusses
strain-energy
0
votes
0
answers
30
GATE2014-2-33
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 $170$ $172$ $176$ $178$
Milicevic3306
asked
in
Engineering Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-2
structural-analysis
analysis-of-frames
0
votes
0
answers
31
GATE2014-2-35
The tension (in kN) in a $10$ m long cable, shown in the figure, neglecting its self-weight is $120$ $75$ $60$ $45$
Milicevic3306
asked
in
Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-2
structural-analysis
structural-engineering
analysis-of-cables
0
votes
0
answers
32
GATE2014-1-31
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 ______
Milicevic3306
asked
in
Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
numerical-answers
structural-engineering
structural-analysis
analysis-of-beams
cantilever-beam
0
votes
0
answers
33
GATE2014-1-32
For the truss shown below, the member $PQ$ is short by $3$ mm. The magnitude of vertical displacement of joint $R$ (in mm) is ______
Milicevic3306
asked
in
Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
numerical-answers
structural-analysis
structural-engineering
analysis-of-trusses
0
votes
0
answers
34
GATE2014-1-12
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 $P$ $Q$ $R$ $S$
Milicevic3306
asked
in
Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
structural-engineering
structural-analysis
analysis-of-beams
0
votes
0
answers
35
GATE2014-1-11
The degree of static indeterminacy of a rigid joined frame $\text{PQR}$ supported as shown in the figure is zero one two unstable
Milicevic3306
asked
in
Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
structural-analysis
structural-engineering
static-indeterminacy
analysis-of-frames
0
votes
0
answers
36
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). ______
Milicevic3306
asked
in
Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
numerical-answers
structural-engineering
analysis-of-beams
structural-analysis
0
votes
0
answers
37
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 ________
Milicevic3306
asked
in
Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
numerical-answers
structural-analysis
bending-moment
structural-engineering
analysis-of-frames
0
votes
0
answers
38
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 _________
Milicevic3306
asked
in
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
39
GATE Civil 2012 | Question: 34
A symmetric frame $PQR$ consists of two inclined members $PQ$ and $QR$, connected at $‘Q’$ with a rigid joint, and hinged at $‘P’$ and $‘R’$. The horizontal length $PR$ is $l$. If a weight $W$ is suspended at $‘Q’$, the bending moment at $‘Q’$ is $\dfrac{Wl}{2} \\$ $\dfrac{Wl}{4} \\$ $\dfrac{Wl}{8} \\$ zero
Milicevic3306
asked
in
Structural Analysis
Mar 25, 2018
by
Milicevic3306
11.9k
points
gate2012-ce
structural-engineering
structural-analysis
analysis-of-frames
0
votes
0
answers
40
GATE Civil 2012 | Question: 31
A simply supported beam is subjected ti a uniformly distributed load of intensity $w$ per unit length, on half of the span from one end. The length of the span and the flexural stiffness are denoted as $l$ and $EI$ ... $\dfrac{5}{384} \dfrac{wl^4}{EI} \\$ $\dfrac{5}{192} \dfrac{wl^4}{EI}$
Milicevic3306
asked
in
Structural Analysis
Mar 25, 2018
by
Milicevic3306
11.9k
points
gate2012-ce
structural-analysis
structural-engineering
flexural-stiffness
analysis-of-beams
Page:
1
2
next »
Welcome to GATE Civil Q&A, where you can ask questions and receive answers from other members of the community.
Top Users
Mar 2023
Shailesh kumar roy
110 Points
~^~Dbnjn
20 Points
Lakshman Patel RJIT
20 Points
Arjun
10 Points