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Strength of Materials
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Question
The stress in the wall of a cylinder in a direction normal to its longitudinal axis, due to a force acting along the circumference, is known as
Options
A. yield stress
B. longitudinal stress
C. hoop stress
D. circumferential stress
E. ultimate stress.
Correct Answer
hoop stress
Strength of Materials problems
Search Results
1. A diagram which shows the variations of the axial load for all sections of the span of a beam, is called
Options
A. bending moment diagram
B. shear force diagram
C. thrust diagram
D. stress diagram
E. none of these.
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Correct Answer: thrust diagram
2. The shape of the bending moment diagram over the length of a beam, carrying a uniformly increasing load, is always
Options
A. linear
B. parabolic
C. cubical
D. circular.
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Correct Answer: cubical
3. If the stress in each cross-section of a pillar is equal to its working stress, it is called
Options
A. body of equal
B. body of equal section
C. body of equal strength
D. none of these.
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Correct Answer: body of equal strength
4. During a tensile test on a ductile material
Options
A. nominal stress at fracture is higher than the ultimate stress
B. true stress at fracture is higher than the ultimate stress
C. true stress at fracture is the same as the ultimate stress
D. none of these.
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Correct Answer: true stress at fracture is higher than the ultimate stress
5. Pick up the correct statement from the following :
Options
A. The point through which the resultant of the shear stresses, passes is known as shear centre
B. In the standard rolled channels, the shear centre is on the horizontal line passing through and away from the C.G. beyond web
C. In equal angles, the shear centre is on the horizontal plane and away from the C.G., outside of the leg projection
D. In T-sections, the shear centre is at the C.G. of the section
E. All the above.
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Correct Answer: All the above.
6. A simply supported beam carries two equal concentrated loads
W
at distances
L
/3 from either support. The maximum bending moment
Options
A.
B.
C.
D.
E.
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Correct Answer:
7. Maximum deflection of a cantilever due to pure bending moment
M
at its free end, is
Options
A.
B.
C.
D.
E.
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Correct Answer:
8. Euler's formula states that the buckling load
P
for a column of length
l
, both ends hinged and whose least moment of inertia and modulus of elasticity of the material of the column are
I
and
E
respectively, is given by the relation
Options
A.
B.
C.
D.
E.
P
= ?
El
2
.
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Correct Answer:
9. In the given below figure, the rivets with maximum stress, are :
Options
A. 1 and 2
B. 1 and 3
C. 3 and 4
D. 2 and 4
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Correct Answer: 2 and 4
10. If a solid shaft is subjected to a torque
T
at its end such that maximum shear stress does not exceed
f
z
the diameter of the shaft will be
Options
A.
B.
C.
D. none of these.
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Correct Answer:
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