

MCQOPTIONS
This section includes 169 Mcqs, each offering curated multiple-choice questions to sharpen your Mechanical Engineering Questions knowledge and support exam preparation. Choose a topic below to get started.
1. |
The ratio of direct stress to volumetric strain in case of a body subjected to three mutually perpendicular stresses of equal intensity, is equal to___________________? |
A. | Young’s modulus |
B. | bulk modulus |
C. | modulus of rigidity |
D. | modulus of elasticity |
E. | Poisson’s ratio |
Answer» C. modulus of rigidity | |
2. |
Which of the following stresses can be determined using Mohr's circle method? |
A. | Torsional stress |
B. | Bending stress |
C. | Principal stress |
D. | All of the above |
Answer» D. All of the above | |
3. |
If the rivets in adjacent rows are staggered and the outermost row has only one rivet, the arrangement of the rivets is called__________________? |
A. | chain riveting |
B. | zig zag riveting |
C. | diamond riveting |
D. | criss-cross riveting |
E. | none of the above |
Answer» D. criss-cross riveting | |
4. |
Principal stress is the magnitude of ________ stress acting on the principal plane. |
A. | Normal stress |
B. | Shear stress |
C. | Both a. and b. |
D. | None of the above |
Answer» B. Shear stress | |
5. |
Maximum shear stress in a triangular section ABC of height H and base B occurs at _________ |
A. | H |
B. | H/2 |
C. | H/3 |
D. | neutral axis |
Answer» C. H/3 | |
6. |
According to I.S. code in actual design, maximum permissible deflection is limited to _______ |
A. | (span / 200) |
B. | (span / 325) |
C. | (span / 525) |
D. | none of the above |
Answer» C. (span / 525) | |
7. |
Slenderness ratio is the ratio of effective length of column and ________ |
A. | lateral dimension of a column |
B. | least radius of gyration of a column |
C. | maximum radius of gyration of a column |
D. | none of the above |
Answer» C. maximum radius of gyration of a column | |
8. |
The actual breaking stress in stress-strain diagram is the ratio of ______ |
A. | load at breaking point and original cross-sectional area |
B. | load at breaking point and reduced cross-sectional area |
C. | maximum load and original cross-sectional area |
D. | yield load and original cross-sectional area |
Answer» C. maximum load and original cross-sectional area | |
9. |
A rigid body has Poisson's ratio equal to _____ |
A. | 0 |
B. | 1 |
C. | less than 1 |
D. | greater than one |
Answer» B. 1 | |
10. |
The ratio of stress and strain is known as _____ |
A. | Modulus of elasticity |
B. | Young's modulus |
C. | Both a. and b. |
D. | None of the above |
Answer» D. None of the above | |
11. |
Which stress is induced in a member, when expansion or contraction due to temperature variation is prevented? |
A. | Compressive stress |
B. | Tensile stress |
C. | Thermal stress |
D. | None of the above |
Answer» D. None of the above | |
12. |
Two parallel, equal and opposite forces acting tangentially to the surface of the body is called as _____ |
A. | Complementary stress |
B. | Compressive stress |
C. | Shear stress |
D. | Tensile stress |
Answer» D. Tensile stress | |
13. |
The deformation of a material caused due temperature variation develops ______ |
A. | stress |
B. | strain |
C. | both a. and b. |
D. | none of the above |
Answer» E. | |
14. |
The thermal stress induced in a steel rod is compressive, if temperature _____ |
A. | decreases |
B. | increases |
C. | remains constant |
D. | none of the above |
Answer» C. remains constant | |
15. |
The concavity produced on the beam section about the centre line when downward force acts on it is called as __ |
A. | Hogging or positive bending moment |
B. | Hogging or negative bending moment |
C. | Sagging or positive bending moment |
D. | Sagging or negative bending moment |
Answer» C. Sagging or positive bending moment | |
16. |
In axial thrust diagram, at which point bending moment is zero? |
A. | Point of contra-flexure |
B. | Point of inflection |
C. | Both a. and b. |
D. | None of the above |
Answer» D. None of the above | |
17. |
In a tensile test on mild steel specimen, the breaking stress as compared to ultimate tensile stress is_________________? |
A. | more |
B. | less |
C. | same |
D. | more/less depending on composition |
E. | may have any value |
Answer» C. same | |
18. |
During a tensile test on a specimen of 1 cm cross-section, maximum load observed was 8 tonnes and area of cross-section at neck was 0.5 cm2. Ultimate tensile strength of specimen is___________________? |
A. | 4 tonnes/cm2 |
B. | 8 tonnes/cm2 |
C. | 16 tonnes/cm2 |
D. | 22 tonnes/cm2 |
E. | none of the above |
Answer» C. 16 tonnes/cm2 | |
19. |
Which of the following has no unit __________________? |
A. | kinematic viscosity |
B. | surface tension |
C. | bulk modulus |
D. | strain |
E. | elasticity |
Answer» E. elasticity | |
20. |
The intensity of stress which causes unit strain is called_______________? |
A. | unit stress |
B. | bulk modulus |
C. | modulus of rigidity |
D. | modulus of elasticity |
E. | principal stress |
Answer» E. principal stress | |
21. |
The Young’s modulus of a wire is defined as the stress which will increase the length of wire compared to its original length________________? |
A. | half |
B. | same amount |
C. | double |
D. | one-fourth |
E. | four times |
Answer» C. double | |
22. |
According to Coulomb's theory, material subjected to complex stresses fails, if ________ shear stress induced in the material exceeds _______ shear stress at the yield point. |
A. | minimum, maximum |
B. | maximum, minimum |
C. | maximum, maximum |
D. | minimum, minimum |
Answer» D. minimum, minimum | |
23. |
In simple tensile test, when maximum principle stress reaches the value of yield point, the material subjected to complex stresses fail. This theory is called as ________. |
A. | Coulumb's theory |
B. | Rankine's theory |
C. | Venant's theory |
D. | Von Mises theory |
Answer» C. Venant's theory | |
24. |
Modulus of rigidity is the ratio of ______ |
A. | Lateral strain and linear strain |
B. | Linear stress and lateral strain |
C. | Shear stress and shear strain |
D. | Shear strain and shear stress |
Answer» D. Shear strain and shear stress | |
25. |
The value of elasticity increases, when temperature _____ |
A. | increases |
B. | decreases |
C. | remains constant |
D. | none of the above |
Answer» C. remains constant | |
26. |
Which theory gives satisfactory results for brittle materials? |
A. | Maximum shear stress theory |
B. | Maximum principle stress theory |
C. | Shear strain energy theory |
D. | None of the above |
Answer» C. Shear strain energy theory | |
27. |
The relation between modulus of elasticity (E), modulus of rigidity (G) and bulk modulus (K) is given as ________ |
A. | K+G / (3K+ G) |
B. | 3 KG / (3K+ G) |
C. | 3 KG / (9K+ G) |
D. | 9 KG / (3K+ G) |
Answer» E. | |
28. |
If a composite bar of copper and steel is heated at 120° C, the stress induced in copper bar is _______ |
A. | compressive stress |
B. | shear stress |
C. | tensile stress |
D. | thermal stress |
Answer» B. shear stress | |
29. |
The graphical representation of variation of axial load on y axis and position of cross section along x axis is called as _____ |
A. | Bending moment diagram |
B. | Shear force diagram |
C. | Stress-strain diagram |
D. | Trust diagram |
Answer» E. | |
30. |
Thermal stress is not a function of _____ |
A. | change in temperature |
B. | coefficient of linear expansion |
C. | modulus of elasticity |
D. | none of the above |
Answer» E. | |
31. |
What is the product of sectional modulus and allowable bending stress called as? |
A. | Moment of inertia |
B. | Moment of rigidity |
C. | Moment of resistance |
D. | Radius of gyration |
Answer» D. Radius of gyration | |
32. |
A uniformly distributed load of 20 kN/m acts on a simply supported beam of rectangular cross section of width 20 mm and depth 60 mm. What is the maximum bending stress acting on the beam of 5m? |
A. | 5030 Mpa |
B. | 5208 Mpa |
C. | 6600 Mpa |
D. | Insufficient data |
Answer» C. 6600 Mpa | |
33. |
A circular pipe is subjected to maximum shear force of 60 kN. What is the diameter of the pipe if maximum allowable shear stress is 5 Mpa? |
A. | 27.311 mm |
B. | 75.56 mm |
C. | 142.72 mm |
D. | 692.10 mm |
Answer» D. 692.10 mm | |
34. |
The bending formula is given as _____ |
A. | (M/E) = (σ/y) = (R/I) |
B. | (M/y) = (σ/I) = (E/R) |
C. | (M/I) = (σ/y) = (E/R) |
D. | none of the above |
Answer» D. none of the above | |
35. |
Why are shear connectors used? |
A. | Interconnect planks |
B. | To avoid sliding between planks |
C. | Both a. and b. |
D. | None of the above |
Answer» D. None of the above | |
36. |
The ratio of maximum shear stress to average shear stress is 4/3 in _______ |
A. | circular cross-section |
B. | rectangular cross-section |
C. | square cross-section |
D. | all of the above |
Answer» B. rectangular cross-section | |
37. |
The design of a beam is based on strength criteria, if the beam is sufficiently strong to resist _______ |
A. | shear force |
B. | deflection |
C. | both a. and b. |
D. | none of the above |
Answer» B. deflection | |
38. |
The vertical distance between the axis of the beam before and after loading at a point is called as _______ |
A. | deformation |
B. | deflection |
C. | slope |
D. | none of the above |
Answer» C. slope | |
39. |
Which of the following relation represents torsional flexibility? |
A. | GJ |
B. | GL |
C. | GJ / L |
D. | L / GJ |
Answer» E. | |
40. |
In the relation ( T/J = Gθ/L = τ/ R), the letter G denotes modulus of ______ |
A. | elasticity |
B. | plasticity |
C. | rigidity |
D. | resilience |
Answer» D. resilience | |
41. |
Stress in the cross section of a shaft at the centre ________ |
A. | is zero |
B. | decreases linearly to the maximum value of at outer surface |
C. | both a. and b. |
D. | none of the above |
Answer» B. decreases linearly to the maximum value of at outer surface | |
42. |
The ratio of effective length and least lateral dimension for short column is _______ |
A. | > 12 |
B. | < 12 |
C. | ≥ 12 |
D. | none of the above |
Answer» C. ≥ 12 | |
43. |
The graphical method of Mohr's circle represents shear stress (τ) on ______ |
A. | X-axis |
B. | Y-axis |
C. | Z-axis |
D. | None of the above |
Answer» C. Z-axis | |
44. |
What is the shear stress acting along the neutral axis, over a triangular section? |
A. | 2.66 (S/bh) |
B. | 1.5 (S/bh) |
C. | 0.375 (S/bh) |
D. | None of the above |
Answer» B. 1.5 (S/bh) | |
45. |
Uniformly varying load between two sections in shear force diagram is represented by ____ |
A. | cubic curve |
B. | inclined line |
C. | horizontal line |
D. | parabolic curve |
Answer» E. | |
46. |
The shear stress acting on the neutral axis of a beam is _____ |
A. | maximum |
B. | minimum |
C. | zero |
D. | none of the above |
Answer» B. minimum | |
47. |
In bending moment diagram, if no load acts between two sections, then it is represented by _______ |
A. | horizontal line |
B. | inclined line |
C. | vertical line |
D. | all of the above |
Answer» C. vertical line | |
48. |
The average shear stress in a beam of circular section is _______ times the maximum shear stress. |
A. | 0.75 |
B. | 1.5 |
C. | 4/3 |
D. | equal |
Answer» B. 1.5 | |
49. |
Stress on an object due to sudden load is _________ the stress induced when the load is applied gradually. |
A. | equal to |
B. | half |
C. | twice |
D. | thrice |
Answer» D. thrice | |
50. |
In cantilever beam, slope and deflection at free end is _____ |
A. | zero |
B. | maximum |
C. | minimum |
D. | none of the above |
Answer» C. minimum | |