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

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

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.
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
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)
Module-2
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)
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.
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
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)
Module-2
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)
Module-3
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
1-2,11?/-2rrt-4?~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)
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
-
.
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.
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
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)
Module-2
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)
Module-3
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
1-2,11?/-2rrt-4?~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)
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
-
.
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
Module-5
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.
3ekk 4okt-4
40k.w.
rr ,2. re)
rr
Fig.QlO
(20 Marks)
3 of 3
FirstRanker.com - FirstRanker's Choice