Download Visvesvaraya Technological University (VTU) BE ( Bachelor of Engineering) Civil Engineering 17 Scheme 2020 January Previous Question Paper 5th Sem 17CV52 Analysis of Indeterminate Structures
1 of 3
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17CV52

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Fifth Semester S.E. Degree Examination, De .
Ja m n.2020
Analysis of Indeterminate Structures
Time: 3 hrs.
Max. Marks: 100
Note: Answer any FIVE full questions, choosing ONE full question front each module.
Module1
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 kNm2. Refer Fig.Q1. Draw
BMD, SFD and Elastic curve.
A
ern
1.
4
4 11
4 rn
6

Fig.Q1 (20 Marks)
OR
2 Analyse the given frame by slope deflection method. Draw SFD, BMD and elastic curve.
Refer Fig.Q2.
Fig.Q2 (20 Marks)
Module2
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.
(20 Marks)
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Fig.Q4
1 of 3
Sekt4
2oksttro
17CV52

,
1/
1
?
?: 9E
,
'6
,
I
Fifth Semester S.E. Degree Examination, De .
Ja m n.2020
Analysis of Indeterminate Structures
Time: 3 hrs.
Max. Marks: 100
Note: Answer any FIVE full questions, choosing ONE full question front each module.
Module1
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 kNm2. Refer Fig.Q1. Draw
BMD, SFD and Elastic curve.
A
ern
1.
4
4 11
4 rn
6

Fig.Q1 (20 Marks)
OR
2 Analyse the given frame by slope deflection method. Draw SFD, BMD and elastic curve.
Refer Fig.Q2.
Fig.Q2 (20 Marks)
Module2
G
3 Analyse the beam shown in Fig.Q3 by moment distribution method. Draw BMD, SFD and
elastic. curve.
?
?
GoKt
4
iac
oor,Ntim
A
6
rn
,
y)cyyyrcii
D
2m ?14? 3)
n
7
.
._2m ?4+4? 3rrt
(20 Marks)
OR
4 Analyse the frame by moment distribution method. Draw BMD, SFD and elastic curve.
Refer Fig.Q4.
(20 Marks)
Module3
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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.20 kmin)
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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
elastic curve.
Fig.Q6 (20 Marks)
Module4
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 kNm

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i2O ktI
30 1041
1
r
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,
(20 Marks)
2 of 3
FirstRanker.com  FirstRanker's Choice
Fig.Q4
1 of 3
Sekt4
2oksttro
17CV52

,
1/
1
?
?: 9E
,
'6
,
I
Fifth Semester S.E. Degree Examination, De .
Ja m n.2020
Analysis of Indeterminate Structures
Time: 3 hrs.
Max. Marks: 100
Note: Answer any FIVE full questions, choosing ONE full question front each module.
Module1
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 kNm2. Refer Fig.Q1. Draw
BMD, SFD and Elastic curve.
A
ern
1.
4
4 11
4 rn
6

Fig.Q1 (20 Marks)
OR
2 Analyse the given frame by slope deflection method. Draw SFD, BMD and elastic curve.
Refer Fig.Q2.
Fig.Q2 (20 Marks)
Module2
G
3 Analyse the beam shown in Fig.Q3 by moment distribution method. Draw BMD, SFD and
elastic. curve.
?
?
GoKt
4
iac
oor,Ntim
A
6
rn
,
y)cyyyrcii
D
2m ?14? 3)
n
7
.
._2m ?4+4? 3rrt
(20 Marks)
OR
4 Analyse the frame by moment distribution method. Draw BMD, SFD and elastic curve.
Refer Fig.Q4.
(20 Marks)
Module3
5
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)
t,201
1
2
12,11?/2rrt4?~ii roe) 
,

2
"1

4
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
elastic curve.
Fig.Q6 (20 Marks)
Module4
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 kNm

.
i2O ktI
30 1041
1
r
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,
(20 Marks)
2 of 3
Fig.Q9
17CV52
Module5
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)
OR
10 Analyse the continuous beam shown in Fig.Q1.0 by using stiffness matrix method.
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40k.w.
rr ,2. re)
rr
Fig.QlO
(20 Marks)
3 of 3
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This post was last modified on 02 March 2020