SIMPLE STRAINS MULTIPLE CHOICE QUESTIONS (MCQ) WITH ANSWERS
SIMPLE STRAINS MULTIPLE
CHOICE QUESTIONS
(MCQ) WITH ANSWERS
MCQ on simple strains help
in understanding of strength of
materials. There are linear,
lateral and angular strains. These are of use
only within elastic limit.
-
Linear strain is due to
(a) Tensile stress
(b) Complex stress
(c) Tensile & complex stresses
(d) None
ANS: (c)
2. Simple strain is positive due to
(a) compressive stress
(b) Shear stress
(c) Compressive & Shear stress
(d) None
ANS: (d)
3. The nature of strain is positive due to
(a) Shear stress
(b) Compressive stress
(c) Tensile stress
(d) None
ANS: (c)
4. The direction of linear strain is
(a) perpendicular to the direction of force
(b) parallel to the direction of force
(c) In the direction of the force
(d) None
ANS: (c )
5. Negative shear strain is due to
(a) Clockwise shear stress
(b) Anti-clockwise shear stress
(c) Clockwise & anti-clockwise shear stresses
(d) None
ANS: (a)
6. Lateral strain is in a direction
(a) Parallel to the force
(b) perpendicular direction of the force
(c) parallel & perpendicular directions
(d) None
ANS: (b)
7. The nature of lateral & linear strains is
(a) Same
(b) Opposite
(c) Same & opposite
(d) None
ANS: (b)
8. The magnitude of linear strain is
(a) Greater than the lateral strain
(b) Smaller than the lateral strain
(c) Equal to the lateral strain
(d) None
ANS: ( a)
9. The strain in consideration is
(a) More than the yield point
(b) More than the ultimate
(c) less than the elastic limit
(d) None
ANS: (c)
10. The magnitude of simple strain within elastic limit is
(a) > 30 % & < 50 %
(b) Greater than 70 %
(c) =100 %
(d) None
ANS: (d)
11. Alternately , same magnitude of compressive and tensile force is applied to the same specimen. The magnitude of tensile strain is
(a) > compressive strain
(b) = compressive strain
(c) < compressive strain
(d) None
ANS: (b)
12. Ratio of linear strain to lateral strain is
(a) >1
(b) < 1
(c) = 1
(d) None
ANS: (a)
13. The units of simple tensile strain is
(a) Quintal
(b) kg
(c) Ton
(d) none
ANS: (d)
14. Which one is more appropriate unit of tensile strain
(a) km
(b) m
(c) mm
(d)None
ANS: (c)
15. The unit of shear strain is
(a) mm
(b) degrees
(c) radians
(d) None
ANS: (c)
16. Shear strain is a
(a) Linear strain
(b) Parabolic strain
(c) Logarithmic strain
(d) None
(Ans: d)
17. Shear strain is a
(a) Linear strain
(b) Parabolic strain
(c) Angular strain
(d) None
(Ans: c)
18. Which material stress strain curve is more steep
(a) Ductile material
(b) Brittle material
(c) Plastic
(d) None
(Ans: b)
19. The symbol for Poisson’ ratio is
(a) σ
(b) η
(c) µ
(d) None
(Ans: c)
20. Poisson’s Ratio is
(a) Positive
(b) Zero
(c) Negative
(d) None
(Ans: c)
21. Poisson’s ratio is
(a) Linear strain/longitudinal strain
(b) Linear strain/ lateral strain
(c) Lateral strain/linear strain
(d) None
(Ans: c)
22. Under pure tension (σ) of a rod, the lateral strain will be
(a) σ/E
(b) -µσ/E
(c) +µσ/E
(d) None
(Ans: b)
23. A single compressive stress (σ) , the strain in the lateral direction will be
(a) µσ/E
(b) –σ/E
(c) –µσ/E
(d) None
(Ans: a)
24. The value of Poisson’s ratio for any material is always
(a) < 1
(b) > 1
(c) = 1
(d) None
(Ans: a)
25. Thermal strain is
-
Firstly εth=L α Δt
-
Secondly εth=EαΔt
-
Thirdly εth=αΔt
-
None
ANS: (a)
26. Thermal tensile strain is there when
-
Contraction is prevented
-
Expansion is prevented
-
Contraction & expansion are prevented
-
None
ANS: (a)
27. Thermal compressive stress is there when
-
Contraction is prevented
-
Expansion is prevented
-
Contraction & expansion are prevented
-
None
ANS: (b)
28. In a composite job, with rise of temperature, thermal strain is compressive in the material for which
-
α is smaller
-
α is larger
-
Both (a) & (b)
-
None
ANS: (b)
29. Linear stress strain curve is for a
(a) Load ∞ displacement
(b) Load ∞ ( 1/displacement)
(c) Load = ( displacement)2
(d) None
(Ans: a)
30. Parabolic stress strain curve is for a
(a) Load ∞ displacement
(b) Load ∞ ( 1/displacement)
(c) Load = ( displacement)2
(d) None
(Ans: d)
31. The strain in the diagonal of a body under pure shear will be
(a) (σ/E) (1+µ)
(b) (σ/E) (-σ +µ σ)
(c) (1/E) (σ –µ σ)
(d) None
(Ans: a)
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