Multiple Choice Questions On Fixed Beam (SA-I Module-III)
1 |
The prop reaction of a
propped beam with central point load W is ______ |
a |
0.3125W |
b |
5/8W |
c |
3/10W |
d |
15/16W |
Ans |
A |
2 |
A cantilever of length L carries a
point load W at its free end. It is propped at of distance of L/4 from the
free end, |
a |
W |
b |
1.5 W |
c |
1.25 W |
d |
None of the above |
Ans |
B |
3 |
The prop reaction of a propped
beam carrying uniformly distributed load is
______. |
a |
3WL/8 |
b |
WL/8 |
c |
WL/3 |
d |
None of them |
Ans |
A |
4 |
The reaction at fixed end of a
propped beam carrying uniformly distributed load is _________. |
a |
3WL/8 |
b |
5WL/8 |
c |
WL/3 |
d |
None of the above |
Ans |
B |
5 |
The moment at fixed end in a
propped beam due to a couple Mo applied at prop end is ________. |
a |
3M0/2 |
b |
M0/4 |
c |
0.3M0 |
d |
0.5 M0 |
Ans |
D |
6 |
The moment at fixed end of a
propped beam carrying uniformly distributed load is _______. |
a |
3WL2/8 |
b |
5WL2/8 |
c |
WL2/8 |
d |
None of the above |
Ans |
C |
7 |
The reaction at fixed end of a
propped beam of span L with central point
load W is ________. |
a |
(11/16)W |
b |
(5/8)W |
c |
(3/10)W |
d |
None of the above |
Ans |
A |
8 |
A propped cantilever of span 4 m
loaded with central point load 20 kN, the reaction at propped end is _______kN. |
a |
4.25 |
b |
13.75 |
c |
6.25 |
d |
None of the above |
Ans |
C |
9 |
A propped cantilever of span 4 m
loaded with central point load 20 kN, the reaction at fixed end is______ kN. |
a |
14.75 |
b |
13.75 |
c |
6.25 |
d |
None of the above |
Ans |
B |
10 |
A propped cantilever of span 3 m
loaded with uniformly distributed load of 10 kN/m, the reaction at propped end
is kN. |
a |
10.25 |
b |
18.75 |
c |
3.75 |
d |
None of the above |
Ans |
D |
11 |
A propped cantilever of span 3 m
loaded with uniformly distributed load of 10 kN/m, the moment at fixed end is
______ kNm. |
a |
33.75 |
b |
18.75 |
c |
3.75 |
d |
None of the above |
Ans |
D |
12 |
A fixed beam AB of span 7 m loaded
with 80 kN at 2 m from A and 40 kN at 2 m from B, the fixed moment at A |
a |
48.98 |
b |
97.98 |
c |
122.45 |
d |
None of the above |
Ans |
D |
13 |
A fixed beam AB of span 7 m loaded
with 80 kN at 2 m from A and 40 kN at 2 m from B, the reaction at A is__________kN. |
a |
61.92 |
b |
72.07 |
c |
47.93 |
d |
37.43 |
Ans |
B |
14 |
A fixed beam AB of span 9 m loaded
with uniformly distributed load of 10 kN/m on whole span with a point load of
20 kN at 2 m from B, moment at A ______ kNm. |
a |
91.7 |
b |
47.52 |
c |
64.48 |
d |
None of the above |
Ans |
D |
15 |
A fixed beam AB of span 9 m loaded
with uniformly distributed load of 10 kN/m on whole span with a point load of
20 kN at 2 m from B, moment at B _________ kNm. |
a |
74.41 |
b |
91.7 |
c |
47.52 |
d |
64.48 |
Ans |
B |
16 |
A fixed beam AB of span 9 m loaded
with uniformly distributed load of 10 kN/m on whole span with a point load of
20 kN at 2 m from B, reaction at A _________ kN. |
a |
74.41 |
b |
91.7 |
c |
47.52 |
d |
64.48 |
Ans |
C |
17 |
A fixed beam AB of span 6 m loaded
with uniformly distributed load of 15 kN/m on whole span with central point
load of 30 kN, the moment at A is ________ kNm. |
a |
60 |
b |
180 |
c |
67.5 |
d |
None of the above |
Ans |
C |
18 |
A fixed beam AB of span 6 m loaded
with uniformly distributed load of 15 kN/m on whole span with central point
load of 30 kN, the moment at A is _______ kN-m. |
a |
60 |
b |
180 |
c |
90 |
d |
None of the above |
Ans |
A |
19 |
A fixed beam of 6 m span carries a
point load of 90 kN at center, the bending moment at center is _______. |
a |
195 kNm |
b |
105 kNm |
c |
165 kNm |
d |
None of the above |
Ans |
D |
20 |
Fixed end moment due to support
settlement is _______. |
a |
96EIδ/L2 |
b |
6EIδ/L2 |
c |
6EIδ/L |
d |
None of the above |
Ans |
B |
21 |
Fixed end moment for a fixed beam
AB of span L loaded with uniformly distributed load w ________. |
a |
(wL2/10) |
b |
(wL2/12) |
c |
(wL2/08) |
d |
None of the above |
Ans |
B |
22 |
Fixed end moment for a fixed beam
AB of span L loaded |
a |
WL/8 |
b |
WL/10 |
c |
WL/4 |
d |
None of the above |
Ans |
A |
23 |
Fixed end moment at support A for
a fixed beam AB of span L loaded with eccentric point load W at a from support
A and b from support B is __________. |
a |
Wa2b/L2 |
b |
Wab2/L2 |
c |
Wa2b2/L2 |
d |
None of the above |
Ans |
B |
24 |
Fixed end moment at support A for
a fixed beam AB of span L loaded with eccentric point load W at a from support
A and b from support B is ___________. |
a |
Wa2b/L2 |
b |
Wab2/L |
c |
Wa2b2/L2 |
d |
None of the above |
Ans |
D |
25 |
Fixed end moment at support A for
a fixed beam AB of span L loaded with clockwise moment M at a from support A
and b from support B is ________. |
a |
(2b - a)Ma/L2 |
b |
(b - 2a)Mb/L2 |
c |
(b - 2a)Mab/L2 |
d |
None of the above |
Ans |
B |
26 |
Fixed end moment at support B for
a fixed beam AB of span L loaded with clockwise moment M at a from support A
and b from support B is ________. |
a |
(2b - a)Ma/L2 |
b |
(b - 2a)Mb/L2 |
c |
(b - 2a)Mab/L2 |
d |
None of the above |
Ans |
A |
27 |
Principle of
superposition is applicable when |
a |
Deflections are linear
functions of applied forces |
b |
Material obeys Hooke's
law |
c |
The action of applied
forces will be affected by small deformations of the structure |
d |
None of the above |
Ans |
A |
28 |
A fixed beam is subjected to a couple of moment M0 at
the centre. The corresponding fixed moment at each end is equal to |
a |
M0 |
b |
M0/2 |
c |
M0/4 |
d |
M0/8 |
Ans |
C |
29 |
Bending moment and slope at the end of fixed support of a fixed
beam loaded by UDL is _____ and _____ respectively |
a |
Minimum, zero |
b |
Maximum, Zero |
c |
Zero, Maximum |
d |
Zero, minimum |
Ans |
B |
30 |
A propped cantilever will have _____ reaction |
a |
2 |
b |
3 |
c |
1 |
d |
4 |
Ans |
D |
31 |
If the moment applied at the hinged end of a prismatic propped
cantilever, then the moment at the fixed end will be |
A |
M |
B |
M/2 |
C |
M/3 |
D |
M/4 |
Ans |
B |
32 |
If propped cantilever beam carries uniformly distributed load w
kN/m throughout the span, then the reaction at propped end is |
A |
(5/8) wL |
B |
(3/8) wL |
C |
(1/2) wL |
D |
(3/4) wL |
Ans |
B |
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