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Theory of Structures problems
1. The equation of a parabolic arch of span
l
and rise
h
, is given by
Options
A.
B.
C.
D.
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Correct Answer:
2. Keeping breadth constant, depth of a cantilever of length
l
of uniform strength loaded with uniformly distributed load
w
varies from zero at the free end and
Options
A.
at the fixed end
B.
C.
D.
at the fixed end
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Correct Answer:
3. The force in
AC
of the truss shown in the given figure, is
Options
A. 5
t
tension
B. 4
t
tension
C. 4
t
compression
D. 5
t
compression
E. None of these.
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Correct Answer: 4
t
tension
4. A close coil helical spring when subjected to a moment
M
having its axis along the axis of the helix
Options
A. it is subjected to pure bending
B. its mean diameter will decrease
C. its number of coils will increase
D. all the above.
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Correct Answer: it is subjected to pure bending
5. If
I
x
and
I
y
are the moments of inertia of a section about
X
and
Y
axes, the polar moment of inertia of the section, is
Options
A.
B.
C.
I
X
+
I
Y
D.
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Correct Answer:
I
X
+
I
Y
6. Maximum strain theory for the failure of a material at the elastic limit, is known as
Options
A. Guest's or Trecas' theory
B. St. Venant's theory
C. Rankine's theory
D. Haig's theory
E. Von Mises's theory.
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Correct Answer: St. Venant's theory
7. For beams breadth is constant,
Options
A. depth
d
?
M
B. depth
d
?
M
C. depth
d
? 3
M
D. depth
d
?
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Correct Answer: depth
d
?
M
8. The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is
Options
A. 1
B. 2
C. 3
D. 4
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Correct Answer: 4
9. A shaft rotating
N.R.M.
under a torque
T
, transmits a power
Options
A.
Newton metres/sec
B.
Newton metres/min
C.
Newton metres/min
D.
Newton metres/sec
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Correct Answer:
Newton metres/sec
10. Shear centre of a half circular section of radius
r
and of constant thickness, lies at a distance of
x
from the centre where
x
is
Options
A.
B.
C.
D.
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Correct Answer:
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