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

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Fifth Semester B.E. Degree Examination, Dec :1-- -a .2020
Analysis of Indeterminate Structures
1
c.
o

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(16 Marks)
? e-? Module-2
777 7
)
3 Analyse the continuous beam shown in Fig Q3 by moment distribution method. Draw bending

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? ? moment diagram and shear force diagram. Support at B sinks by 10mm.
? -
s
7-7 1..)
p3Crfl

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10
"
f .2 x. to
N /WI Ts1
1-.

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gags a 411A AIM _ilh 4111t11111 04LA AM,
I .^.1
-
t6 n 1

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67 Th
"
3 ri
Fig Q3 (16 Marks)
Fig Q2

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3m
15CV52
Time: 3 hrs.
Max. Marks: 80
Note: Answer any FIVE full questions, choosing ONE MI question from each module.

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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.

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1.
),(01`
4
36 ef4
to Itiq In

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-
r .. .,
MI
C i
:I;

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3 m
Fig Q1 (16 Marks)
OR
2 Analyse the portal frame shown in Fig Q2 by slope deflection method. Draw bending
moment diagram.

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0
-"frn
-
77
C.

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E
1 of 3
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4P
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CHIKODI
Fifth Semester B.E. Degree Examination, Dec :1-- -a .2020
Analysis of Indeterminate Structures

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

1
c.
o
(16 Marks)
? e-? Module-2

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

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.
? -

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s
7-7 1..)
p3Crfl
10
"

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f .2 x. to
N /WI Ts1
1-.

gags a 411A AIM _ilh 4111t11111 04LA AM,

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

I .^.1
-
t6 n 1
67 Th
"

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3 ri
Fig Q3 (16 Marks)
Fig Q2
3m
15CV52

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Time: 3 hrs.
Max. Marks: 80
Note: Answer any FIVE full questions, choosing ONE MI question from each module.
Module-1
7.,

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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`

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4
36 ef4
to Itiq In
-
r .. .,

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MI
C i
:I;
3 m
Fig Q1 (16 Marks)

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OR
2 Analyse the portal frame shown in Fig Q2 by slope deflection method. Draw bending
moment diagram.
0
-"frn

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-
77
C.
E
1 of 3

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eOAV a.
am& *IL ?al
Fig Q6
(16 Marks)
2 of 3

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coo
ciety?
-J
140 e
OR

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4 Analyse the frame shown in Fig Q4 by moment distribution method. Draw bending moi.
diagram.

Fig Q4 (16 Marks)
Module-3

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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

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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

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USN
LIBRARY
4P
*

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

CHIKODI
Fifth Semester B.E. Degree Examination, Dec :1-- -a .2020
Analysis of Indeterminate Structures
1
c.

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

o
(16 Marks)
? e-? Module-2
777 7
)

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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..)

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

p3Crfl
10
"
f .2 x. to
N /WI Ts1

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

1-.

gags a 411A AIM _ilh 4111t11111 04LA AM,
I .^.1
-

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

t6 n 1
67 Th
"
3 ri
Fig Q3 (16 Marks)

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Fig Q2
3m
15CV52
Time: 3 hrs.
Max. Marks: 80

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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;

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moment diagram and shear force diagram.
1.
),(01`
4
36 ef4

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to Itiq In
-
r .. .,
MI
C i

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

:I;
3 m
Fig Q1 (16 Marks)
OR
2 Analyse the portal frame shown in Fig Q2 by slope deflection method. Draw bending

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moment diagram.
0
-"frn
-
77

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C.
E
1 of 3
eOAV a.
am& *IL ?al

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Fig Q6
(16 Marks)
2 of 3
coo
ciety?

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-J
140 e
OR
4 Analyse the frame shown in Fig Q4 by moment distribution method. Draw bending moi.
diagram.

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Fig Q4 (16 Marks)
Module-3
5
Analyse the continuous beam shown in Fig Q5 by rotation contribution method. Draw

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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

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axis of symmetry approach.
~rlA alb acia 4Ik
akaaalb ds. a
Fig Q8
15CV52

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Module-4
7 Analyse the continuous beam shown in Fig Q7 by flexibility matrix method. Draw BMD
and SFD.
to keJ
r

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fm
3r
,-
7
Fig Q7 (16 Marks)

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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.

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AE
50(16 Nlarks)
Module-5
9 Analyse the continuous beam shown Fig Q9 by stifthess matrix method. Draw SFD and
BMD.

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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.

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3 m \ 5
fV?
3
0

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Fig Q10
* * 3 of 3* * *
?.p
L.. 1 E3 RA R
H 1K 0 D

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Ac(1
,
#
C.,
(16 Marks)

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