Explore topic-wise MCQs in Mechanical Engineering Questions.

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