Download VTU BE 2020 Jan CE Question Paper 17 Scheme 5th Sem 17CV52 Analysis of Indeterminate Structures

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Fifth Semester S.E. Degree Examination, De .
Ja m n.2020
Analysis of Indeterminate Structures
Time: 3 hrs.

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Max. Marks: 100
Note: Answer any FIVE full questions, choosing ONE full question front each module.
Module-1
1 Analyse the beam completely by slope deflection method relative to support A support B
sinks by imm and support C rises by 0.5 mm. Take El = 30000 kN-m2. Refer Fig.Q1. Draw

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BMD, SFD and Elastic curve.
A
ern
1.
4

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4- 11
4 rn
6
-
Fig.Q1 (20 Marks)

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OR
2 Analyse the given frame by slope deflection method. Draw SFD, BMD and elastic curve.
Refer Fig.Q2.

Fig.Q2 (20 Marks)

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Module-2
G
3 Analyse the beam shown in Fig.Q3 by moment distribution method. Draw BMD, SFD and
elastic. curve.
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(20 Marks)
OR
4 Analyse the frame by moment distribution method. Draw BMD, SFD and elastic curve.
Refer Fig.Q4.

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(20 Marks)
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Fig.Q4
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I
Fifth Semester S.E. Degree Examination, De .
Ja m n.2020

--- Content provided by FirstRanker.com ---

Analysis of Indeterminate Structures
Time: 3 hrs.
Max. Marks: 100
Note: Answer any FIVE full questions, choosing ONE full question front each module.
Module-1

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1 Analyse the beam completely by slope deflection method relative to support A support B
sinks by imm and support C rises by 0.5 mm. Take El = 30000 kN-m2. Refer Fig.Q1. Draw
BMD, SFD and Elastic curve.
A
ern

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1.
4
4- 11
4 rn
6

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-
Fig.Q1 (20 Marks)
OR
2 Analyse the given frame by slope deflection method. Draw SFD, BMD and elastic curve.
Refer Fig.Q2.

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Fig.Q2 (20 Marks)
Module-2
G
3 Analyse the beam shown in Fig.Q3 by moment distribution method. Draw BMD, SFD and

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elastic. curve.
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4

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-iac
oor,Ntim
A
6
rn

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D
2m ?14? 3)
n

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7
.
._2m ?4+4? 3rrt
(20 Marks)
OR

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4 Analyse the frame by moment distribution method. Draw BMD, SFD and elastic curve.
Refer Fig.Q4.
(20 Marks)
Module-3
5

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Analyse the three span continuous beam shown in Fig.Q5 by using Kani's method. L
BMD, SFD and elastic curve.
01 04 6604 (3
+0 km 40 kg
.20 kmin)

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,

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--
2
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4---

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211
r)
Fig.Q5 (20 Marks)
OR
6 Analyse the portal frames shown in Fig.Q6 by using Kani's method. Draw BMD, SFD and

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elastic curve.

Fig.Q6 (20 Marks)
Module-4
7 Analyse the continuous beam shown in Fig.Q7 by flexibility method using system approach.

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Support B sinks by 5 mm sketch BMD, SFD and elastic curve. Take El = 15 x 10 kN-m
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1
r
Fig.Q7 (20 Marks)
OR
8 Analyse the pin jointed plane truss shown in Fig.Q8 by using flexibility matrix method.

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Assume ------- for each member -= 0.025 mm/kN. Tabulate the member forces.
AF,

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(20 Marks)
2 of 3
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Fig.Q4
1 of 3
Sekt4
2oksttro
17CV52

--- Content provided by FirstRanker.com ---

-
,
1/
1

--- Content provided by FirstRanker.com ---

?
?: 9E
,
'6
,

--- Content provided by FirstRanker.com ---

I
Fifth Semester S.E. Degree Examination, De .
Ja m n.2020
Analysis of Indeterminate Structures
Time: 3 hrs.

--- Content provided by FirstRanker.com ---

Max. Marks: 100
Note: Answer any FIVE full questions, choosing ONE full question front each module.
Module-1
1 Analyse the beam completely by slope deflection method relative to support A support B
sinks by imm and support C rises by 0.5 mm. Take El = 30000 kN-m2. Refer Fig.Q1. Draw

--- Content provided by FirstRanker.com ---

BMD, SFD and Elastic curve.
A
ern
1.
4

--- Content provided by FirstRanker.com ---

4- 11
4 rn
6
-
Fig.Q1 (20 Marks)

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OR
2 Analyse the given frame by slope deflection method. Draw SFD, BMD and elastic curve.
Refer Fig.Q2.

Fig.Q2 (20 Marks)

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Module-2
G
3 Analyse the beam shown in Fig.Q3 by moment distribution method. Draw BMD, SFD and
elastic. curve.
?

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?
GoKt
4
-iac
oor,Ntim

--- Content provided by FirstRanker.com ---

A
6
rn
,
y)cyyyrcii

--- Content provided by FirstRanker.com ---

D
2m ?14? 3)
n
7
.

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._2m ?4+4? 3rrt
(20 Marks)
OR
4 Analyse the frame by moment distribution method. Draw BMD, SFD and elastic curve.
Refer Fig.Q4.

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(20 Marks)
Module-3
5
Analyse the three span continuous beam shown in Fig.Q5 by using Kani's method. L
BMD, SFD and elastic curve.

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01 04 6604 (3
+0 km 40 kg
.20 kmin)
t-,201-
1

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-2
1-2,11?/-2rrt-4?~ii roe) --
,
--
2

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"1
-
4---
211
r)

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Fig.Q5 (20 Marks)
OR
6 Analyse the portal frames shown in Fig.Q6 by using Kani's method. Draw BMD, SFD and
elastic curve.

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Fig.Q6 (20 Marks)
Module-4
7 Analyse the continuous beam shown in Fig.Q7 by flexibility method using system approach.
Support B sinks by 5 mm sketch BMD, SFD and elastic curve. Take El = 15 x 10 kN-m
-

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.
i2O ktI
30 1041
1
r

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Fig.Q7 (20 Marks)
OR
8 Analyse the pin jointed plane truss shown in Fig.Q8 by using flexibility matrix method.
Assume ------- for each member -= 0.025 mm/kN. Tabulate the member forces.
AF,

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(20 Marks)
2 of 3
Fig.Q9
17CV52
Module-5

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9 Analyse the frame shown in Fig.Q9 by stiffness matrix method and draw BMD, SFD and
Elastic curve. Assume El is constant throughout.
30 kK
6
(20 Marks)

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OR
10 Analyse the continuous beam shown in Fig.Q1.0 by using stiffness matrix method.
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rr ,2. re)

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rr
Fig.QlO
(20 Marks)
3 of 3
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