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Recent questions in Structural Analysis
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41
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
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Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
structural-engineering
structural-analysis
analysis-of-beams
0
votes
0
answers
42
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
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Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
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gate2014-ce-1
structural-analysis
structural-engineering
static-indeterminacy
analysis-of-frames
0
votes
0
answers
43
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 $30$ $40$ $45$ $55$
Milicevic3306
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Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
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gate2013-ce
tructural-analysis
shear-force
structural-engineering
analysis-of-beams
0
votes
0
answers
44
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 ________
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Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
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gate2013-ce
numerical-answers
structural-analysis
bending-moment
structural-engineering
analysis-of-frames
0
votes
0
answers
45
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
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in
Structural Analysis
Mar 26, 2018
by
Milicevic3306
11.9k
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gate2013-ce
numerical-answers
structural-engineering
analysis-of-beams
structural-analysis
0
votes
0
answers
46
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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Mar 26, 2018
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Milicevic3306
11.9k
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gate2013-ce
structural-analysis
structural-engineering
analysis-of-trusses
numerical-answers
0
votes
0
answers
47
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
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Structural Analysis
Mar 25, 2018
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Milicevic3306
11.9k
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gate2012-ce
structural-engineering
structural-analysis
analysis-of-frames
0
votes
0
answers
48
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 $EI$ ... $\dfrac{5}{384} \dfrac{wl^4}{EI} \\$ $\dfrac{5}{192} \dfrac{wl^4}{EI}$
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Structural Analysis
Mar 25, 2018
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Milicevic3306
11.9k
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gate2012-ce
structural-analysis
structural-engineering
flexural-stiffness
analysis-of-beams
0
votes
0
answers
49
GATE2018 CE-2: 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 self-weight of the cable, the tension (in kN, in integer value) in the cable due to the applied load will be _______
gatecse
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Structural Analysis
Feb 17, 2018
by
gatecse
4.0k
points
gate2018-ce-2
numerical-answers
structural-analysis
structural-engineering
analysis-of-cables
0
votes
0
answers
50
GATE2018 CE-2: 40
A prismatic propped cantilever beam of span $L$ and plastic moment capacity $M_p$ is subjected to a concentrated load at its mid-span. If the collapse load of the beam is $\alpha \dfrac{M_p}{L}$, the value of $\alpha$ is ______
gatecse
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in
Structural Analysis
Feb 17, 2018
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gatecse
4.0k
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gate2018-ce-2
numerical-answers
structural-engineering
structural-analysis
analysis-of-beams
cantilever-beam
0
votes
1
answer
51
GATE2018 CE-2: 39
A prismatic beam P-Q-R of flexural rigidity $EI = 1 \times 10^4 kNm^2$ is subjected to a momemnt of $180 kNm$ at Q as shown in the figure The rotation at Q (in rad. up to two decimal places is_____
gatecse
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Structural Analysis
Feb 17, 2018
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gatecse
4.0k
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gate2018-ce-2
numerical-answers
structural-engineering
structural-analysis
analysis-of-beams
prismatic-beam
0
votes
2
answers
52
GATE2018 CE-2: 38
An $8$ m long simply-supported elastic beam of rectangular cross-section ($100$ mm $\times 200 $mm) is subjected to a uniformly distributed load of $10$ kN/m over its entire span. The maximum principal stress (in MPa, up to two decimal places) at a point located at the extreme compression edge of a cross-section and at $2$ m from the support is _______
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gatecse
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gate2018-ce-2
numerical-answers
structural-engineering
structural-analysis
analysis-of-beams
simply-supported-elastic-beam
0
votes
0
answers
53
GATE2018 CE-2: 7
A vertical load of $10$ kN acts on a hinge located at a distance of $L/4$ from the roller support Q of a beam of length $L$ (see figure). The vertical reaction at support Q is $0.0$ kN $2.5$ kN $7.5$ kN $10.0$ kN
gatecse
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Structural Analysis
Feb 17, 2018
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gatecse
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gate2018-ce-2
structural-engineering
structural-analysis
analysis-of-beams
0
votes
0
answers
54
GATE2018 CE-2: 4
All the members of the planar truss (see figure), have the same properties in terms of area of cross-section (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 $2$ zero-force member There are $2$ members in tension, and $3$ zero-force member
gatecse
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Structural Analysis
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gatecse
4.0k
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gate2018-ce-2
structural-analysis
structural-engineering
trusses
0
votes
2
answers
55
GATE2018 CE-1: 43
Consider the deformable pin-joined truss with loading, geometry and section properties as shown in the figure. Given that $E = 2 \times 10^{11} N/m^2, \: A=10 mm^2, L=1 m$ and $P=1 kN$. The horizontal displacement of Joint C (in mm, up to one decimal place) is _____
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Structural Analysis
Feb 17, 2018
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gatecse
4.0k
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gate2018-ce-1
numerical-answers
structural-engineering
structural-analysis
analysis-of-trusses
0
votes
0
answers
56
GATE2018 CE-1: 30
The figure shows a simply supported beam PQ of uniform flexural rigidity EI carrying two moments $M$ and $2M$. The slope at P will be $0$ $\text{ML}/(9\text{EI})$ $\text{ML}/(6\text{EI})$ $\text{ML}/(3\text{EI})$
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Structural Analysis
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gatecse
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gate2018-ce-1
structural-analysis
structural-engineering
simply-supported-beam
0
votes
0
answers
57
GATE2018 CE-1: 8
A solid circular beam with radius of $0.25$ m and length of $2$ m is subjected to a twisting moment of $20$ kNm about the z-axis at the free end, which is the only load acting as shown in the figure. The shear stress component $\tau_{xy}$ at point 'M' in the cross-section of the beam at a distance of $1$ m from the fixed end is $0.0$ MPa $0.51$ MPa $0.815$ MPa $2.0$ MPa
gatecse
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Structural Analysis
Feb 17, 2018
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gatecse
4.0k
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gate2018-ce-1
structural-analysis
structural-engineering
shear-stress
analysis-of-beams
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