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Mechanical Engineering
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Strength of Materials
Comments
Question
In a simple bending theory, one of the assumption is that the material of the beam is isotropic. This assumption means that the
Options
A. normal stress remains constant in all directions
B. normal stress varies linearly in the material
C. elastic constants are same in all the directions
D. elastic constants varies linearly in the material
Correct Answer
elastic constants are same in all the directions
Strength of Materials problems
Search Results
1. PERT is a project planning and control technique.
Options
A. Yes
B. No
Show Answer
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Discuss
Correct Answer: Yes
2. Actual performance of a task is called
Options
A. an event
B. an activity
C. a duration
D. none of these
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Correct Answer: an activity
3. Process layout is also known as
Options
A. analyticallayout
B. synthetic layout
C. static product layout
D. none of these
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Correct Answer: analyticallayout
4. Which of the following wage incentive plan is applied to all workers?
Options
A. Halsey plan
B. Gantt plan
C. Emerson's efficiency plan
D. Rowan plan
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Correct Answer: Halsey plan
5. The interchangeability can be achieved by
Options
A. standardisation
B. better process planning
C. bonus plan
D. better product planning
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Correct Answer: standardisation
6. For the beam shown in the below figure, the shear force at
A
is equal to
Options
A.
wl
/6
B.
wl
/3
C.
wl
D. 2
wl
/3
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Correct Answer:
wl
/3
7. A welded joint as compared to a riveted joint has __________ strength.
Options
A. same
B. less
C. more
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Correct Answer: more
8. A body is subjected to two normal stresses 20 kN/m
2
(tensile) and 10 kN/m
2
(compressive) acting perpendicular to each other. The maximum shear stress is
Options
A. 5 kN/m
2
B. 10 kN/m
2
C. 15 kN/m
2
D. 20 kN/m
2
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Correct Answer: 15 kN/m
2
9. When a cantilever beam is loaded at its free end, the maximum compressive stress shall develop at
Options
A. bottom fibre
B. top fibre
C. neutral axis
D. centre of gravity
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Correct Answer: bottom fibre
10. A beam of uniform strength has
Options
A. same cross-section throughout the beam
B. same bending stress at every section
C. same bending moment at every section
D. same shear stress at every section
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Correct Answer: same bending stress at every section
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