Download VTU BE 2020 Jan ECE Question Paper 15 Scheme 5th Sem 15CV52 Analysis of Indeterminate Structures

Download Visvesvaraya Technological University (VTU) BE ( Bachelor of Engineering) ECE (Electronic engineering) 2015 Scheme 2020 January Previous Question Paper 5th Sem 15CV52 Analysis of Indeterminate Structures

USN
LIBRARY
4P
*
CHIKODI
Fifth Semester B.E. Degree Examination, Dec :1-- -a .2020
Analysis of Indeterminate Structures
1
c.
o
(16 Marks)
? e-? Module-2
777 7
)
3 Analyse the continuous beam shown in Fig Q3 by moment distribution method. Draw bending
? ? moment diagram and shear force diagram. Support at B sinks by 10mm.
? -
s
7-7 1..)
p3Crfl
10
"
f .2 x. to
N /WI Ts1
1-.

gags a 411A AIM _ilh 4111t11111 04LA AM,
I .^.1
-
t6 n 1
67 Th
"
3 ri
Fig Q3 (16 Marks)
Fig Q2
3m
15CV52
Time: 3 hrs.
Max. Marks: 80
Note: Answer any FIVE full questions, choosing ONE MI question from each module.
Module-1
7.,
1 Analyse the continuous beam shown in Fig Q I by slope deflection method. Draw bending
... ,s;
moment diagram and shear force diagram.
1.
),(01`
4
36 ef4
to Itiq In
-
r .. .,
MI
C i
:I;
3 m
Fig Q1 (16 Marks)
OR
2 Analyse the portal frame shown in Fig Q2 by slope deflection method. Draw bending
moment diagram.
0
-"frn
-
77
C.
E
1 of 3
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USN
LIBRARY
4P
*
CHIKODI
Fifth Semester B.E. Degree Examination, Dec :1-- -a .2020
Analysis of Indeterminate Structures
1
c.
o
(16 Marks)
? e-? Module-2
777 7
)
3 Analyse the continuous beam shown in Fig Q3 by moment distribution method. Draw bending
? ? moment diagram and shear force diagram. Support at B sinks by 10mm.
? -
s
7-7 1..)
p3Crfl
10
"
f .2 x. to
N /WI Ts1
1-.

gags a 411A AIM _ilh 4111t11111 04LA AM,
I .^.1
-
t6 n 1
67 Th
"
3 ri
Fig Q3 (16 Marks)
Fig Q2
3m
15CV52
Time: 3 hrs.
Max. Marks: 80
Note: Answer any FIVE full questions, choosing ONE MI question from each module.
Module-1
7.,
1 Analyse the continuous beam shown in Fig Q I by slope deflection method. Draw bending
... ,s;
moment diagram and shear force diagram.
1.
),(01`
4
36 ef4
to Itiq In
-
r .. .,
MI
C i
:I;
3 m
Fig Q1 (16 Marks)
OR
2 Analyse the portal frame shown in Fig Q2 by slope deflection method. Draw bending
moment diagram.
0
-"frn
-
77
C.
E
1 of 3
eOAV a.
am& *IL ?al
Fig Q6
(16 Marks)
2 of 3
coo
ciety?
-J
140 e
OR
4 Analyse the frame shown in Fig Q4 by moment distribution method. Draw bending moi.
diagram.

Fig Q4 (16 Marks)
Module-3
5
Analyse the continuous beam shown in Fig Q5 by rotation contribution method. Draw
bending moment diagram and shear force diagram.
Fig Q5 (16 Marks)
OR
6
Analyse the frame shown in Fig Q6 by Kani's method. Draw bending moment diagram. Use
axis of symmetry approach.
~rlA alb acia 4Ik
akaaalb ds. a
FirstRanker.com - FirstRanker's Choice
USN
LIBRARY
4P
*
CHIKODI
Fifth Semester B.E. Degree Examination, Dec :1-- -a .2020
Analysis of Indeterminate Structures
1
c.
o
(16 Marks)
? e-? Module-2
777 7
)
3 Analyse the continuous beam shown in Fig Q3 by moment distribution method. Draw bending
? ? moment diagram and shear force diagram. Support at B sinks by 10mm.
? -
s
7-7 1..)
p3Crfl
10
"
f .2 x. to
N /WI Ts1
1-.

gags a 411A AIM _ilh 4111t11111 04LA AM,
I .^.1
-
t6 n 1
67 Th
"
3 ri
Fig Q3 (16 Marks)
Fig Q2
3m
15CV52
Time: 3 hrs.
Max. Marks: 80
Note: Answer any FIVE full questions, choosing ONE MI question from each module.
Module-1
7.,
1 Analyse the continuous beam shown in Fig Q I by slope deflection method. Draw bending
... ,s;
moment diagram and shear force diagram.
1.
),(01`
4
36 ef4
to Itiq In
-
r .. .,
MI
C i
:I;
3 m
Fig Q1 (16 Marks)
OR
2 Analyse the portal frame shown in Fig Q2 by slope deflection method. Draw bending
moment diagram.
0
-"frn
-
77
C.
E
1 of 3
eOAV a.
am& *IL ?al
Fig Q6
(16 Marks)
2 of 3
coo
ciety?
-J
140 e
OR
4 Analyse the frame shown in Fig Q4 by moment distribution method. Draw bending moi.
diagram.

Fig Q4 (16 Marks)
Module-3
5
Analyse the continuous beam shown in Fig Q5 by rotation contribution method. Draw
bending moment diagram and shear force diagram.
Fig Q5 (16 Marks)
OR
6
Analyse the frame shown in Fig Q6 by Kani's method. Draw bending moment diagram. Use
axis of symmetry approach.
~rlA alb acia 4Ik
akaaalb ds. a
Fig Q8
15CV52
Module-4
7 Analyse the continuous beam shown in Fig Q7 by flexibility matrix method. Draw BMD
and SFD.
to keJ
r
fm
3r
,-
7
Fig Q7 (16 Marks)
OR
8 Analyse the pin jointed plane shown in Fig Q8 by flexibility matrix method to compute axial
forces in the members. Assume
L
for each member is 0.025mm/kN.
AE
50(16 Nlarks)
Module-5
9 Analyse the continuous beam shown Fig Q9 by stifthess matrix method. Draw SFD and
BMD.
30 k_Ni rvk
Fig Q9 (16 Marks)
OR
10 Analyse the portal frame shown in Fig Q10 by stiffness matrix method. Draw bending
moment diagram.
3 m \ 5
fV?
3
0

Fig Q10
* * 3 of 3* * *
?.p
L.. 1 E3 RA R
H 1K 0 D
Ac(1
,
#
C.,
(16 Marks)
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This post was last modified on 02 March 2020