Explore topic-wise MCQs in Engineering.

This section includes 4791 Mcqs, each offering curated multiple-choice questions to sharpen your Engineering knowledge and support exam preparation. Choose a topic below to get started.

3151.

In the below figure, the point B represents upper yield point.

A. Correct
B. Incorrect
Answer» B. Incorrect
3152.

When a bar is subjected to a change of temperature and its deformation is prevented, the stress induced in the bar is

A. tensile stress
B. compressive stress
C. shear stress
D. thermal stress
Answer» E.
3153.

The Young's modulus of a material is 125 GPa and Poissons ratio is 0.25. The modulus of rigidity of me material is

A. 30 GPa
B. 50 GPa
C. 80 GPa
D. 100 GPa
Answer» C. 80 GPa
3154.

The layer at the centre of gravity of the beam as shown in the below figure, will be

A. in tension
B. in compression
C. neither in tension nor in compression
Answer» D.
3155.

A simply supported beam 'A' of length l, breadth b and depth d carries a central point load W. Another bream 'B' has the same length and breadth but its depth is doubled. The deflection of beam 'B' will be double as compared to beam 'A'.

A. Correct
B. Incorrect
Answer» C.
3156.

The torsional rigidity of a shaft is expressed by the torque required to produce a twist of one radian per unit length of a shaft.

A. True
B. False
Answer» B. False
3157.

When a body is subjected to a direct tensile stress ( x) in one plane accompanied by a simple shear stress ( xy ), the minimum normal stress is

A. <img src="/_files/images/mechanical-engineering/strength-of-materials/90-86-1.png">
B. <img src="/_files/images/mechanical-engineering/strength-of-materials/90-86-2.png">
C. <img src="/_files/images/mechanical-engineering/strength-of-materials/90-86-3.png">
D. <img src="/_files/images/mechanical-engineering/strength-of-materials/90-86-4.png">
Answer» C. <img src="/_files/images/mechanical-engineering/strength-of-materials/90-86-3.png">
3158.

The stress developed in the material without any permanent set is called

A. elastic limit
B. yield stress
C. ultimate stress
D. breaking stress
Answer» B. yield stress
3159.

In the below figure, curve C represents soft brass.

A. True
B. False
Answer» C.
3160.

When a change in length takes place, the strain is known as

A. linear strain
B. lateral strain
C. volumetric strain
D. shear strain
Answer» B. lateral strain
3161.

A beam which is fixed at one end and free at the other is called

A. simply supported beam
B. fixed beam
C. overhanging beam
D. cantilever beam
Answer» E.
3162.

When a body is subjected to three mutually perpendicular stresses, of equal intensity, the ratio of direct stress to the corresponding volumetric strain is known as

A. Young's modulus
B. modulus of rigidity
C. bulk modulus
D. Poisson's ratio
Answer» D. Poisson's ratio
3163.

The factor of safety is always more than unity.

A. Correct
B. Incorrect
Answer» B. Incorrect
3164.

Mohr's circle is used to determine the stresses on an oblique section of a body subjected to

A. direct tensile stress in one plane accompanied by a shear stress
B. direct tensile stress in two mutually perpendicular directions
C. direct tensile stress in two mutually perpendicular directions accompanied by a simple shear stress
D. all of the above
Answer» E.
3165.

The proof resilience is the maximum strain energy which can be stored in a body.

A. Yes
B. No
Answer» B. No
3166.

The state of stress at a point in a loaded member is shown in the below figure. The magnitude of maximum shear stress is

A. 10 MPa
B. 30 MPa
C. 50 MPa
D. 100 MPa
Answer» D. 100 MPa
3167.

When a body is subjected to two equal and opposite forces, acting tangentially across the resisting section, as a result of which the body tends to shear off across the section, the stress and strain induced is

A. tensile stress, tensile strain
B. compressive stress, compressive strain
C. shear stress, tensile strain
D. shear stress, shear strain
Answer» E.
3168.

A localised compressive stress at the area of contact between two members is known as

A. tensile stress
B. bending stress
C. crushing stress
D. shear stress
Answer» D. shear stress
3169.

Two closely-coiled helical springs 'A' and 'B' are equal in all respects but the number of turns of spring 'A' is double that of spring 'B'. The stiffness of spring 'A' will be __________ that of spring 'B'.

A. one-sixteenth
B. one-eighth
C. one-fourth
D. one-half
Answer» E.
3170.

The stiffness of a closely-coiled helical spring is __________ proportional to number of turns.

A. directly
B. inversely
Answer» C.
3171.

The equivalent length, of a given column with given end conditions, is the length of an equivalent column of the same material and cross-section with hinged ends, and having the value of crippling load equal to that of the given column.

A. True
B. False
Answer» B. False
3172.

A body is subjected to a direct tensile stress ( ) in one plane. The shear stress is maximum at a section inclined at __________ to the normal of the section.

A. 45 and 90
B. 45 and 135
C. 60 and 150
D. 30 and 135
Answer» C. 60 and 150
3173.

The bending moment on a section is maximum where shear force is

A. minimum
B. maximum
C. changing sign
D. zero
Answer» D. zero
3174.

A body is subjected to a tensile stress of 1200 MPa on one plane and another tensile stress of 600 MPa on a plane at right angles to the former. It is also subjected to a shear stress of 400 MPa on the same planes. The maximum shear stress will be

A. 400 MPa
B. 500 MPa
C. 900 MPa
D. 1400 MPa
Answer» C. 900 MPa
3175.

The shear stress at the centre of a circular shaft under torsion is

A. zero
B. minimum
C. maximum
D. infinity
Answer» B. minimum
3176.

At the neutral axis of a beam, the shear stress is

A. zero
B. minimum
C. maximum
D. infinity
Answer» D. infinity
3177.

The maximum deflection of a cantilever beam of length l with a uniformly distributed load of w per unit length is (where W = wl)

A. <img src="/_files/images/mechanical-engineering/strength-of-materials/105-251-1.png">
B. <img src="/_files/images/mechanical-engineering/strength-of-materials/105-251-2.png">
C. <img src="/_files/images/mechanical-engineering/strength-of-materials/105-251-3.png">
D. <img src="/_files/images/mechanical-engineering/strength-of-materials/105-251-4.png">
Answer» C. <img src="/_files/images/mechanical-engineering/strength-of-materials/105-251-3.png">
3178.

The slenderness ratio is the ratio of

A. area of column to least radius of gyration
B. length of column to least radius of gyration
C. least radius of gyration to area of column
D. least radius of gyration to length of column
Answer» C. least radius of gyration to area of column
3179.

When two shafts of same length, one of which is hollow, transmit equal torques and have equal maximum stress, then they should have equal

A. polar moment of inertia
B. polar modulus
C. diameter
D. angle of twist
Answer» C. diameter
3180.

According to Euler's column theory, the crippling load for a column of length (l) fixed at both ends is __________ the crippling load for a similar column hinged at both ends.

A. equal to
B. two times
C. four times
D. eight times
Answer» D. eight times
3181.

In a cantilever beam of length l subjected to a uniformly distributed load of w per unit length, the maximum deflection lies at the fixed end.

A. Yes
B. No
Answer» C.
3182.

A lap joint is always in __________ shear.

A. single
B. double
Answer» B. double
3183.

The efficiency of a riveted joint is the ratio of the strength of the joint to the strength of the solid plate.

A. True
B. False
Answer» B. False
3184.

The elongation of a conical bar under its own weight is __________ that of prismatic bar of the same length.

A. equal to
B. half
C. one-third
D. two-third
Answer» D. two-third
3185.

According to Euler's column theory, the crippling load for a column of length (l) with one end fixed and the other end free is __________ the crippling load for a similar column hinged at both the ends.

A. equal to
B. less than
C. more than
Answer» C. more than
3186.

The shear force diagram for a simply supported beam carrying a uniformly distributed load of w per unit length, consists of

A. one right angled triangle
B. two right angled triangles
C. one equilateral triangle
D. two equilateral triangles
Answer» C. one equilateral triangle
3187.

When a cantilever beam is loaded at its free end, the maximum compressive stress shall develop at

A. bottom fibre
B. top fibre
C. neutral axis
D. centre of gravity
Answer» B. top fibre
3188.

The maximum shear stress of a beam of triangular section occurs above the neutral axis,

A. Correct
B. Incorrect
Answer» B. Incorrect
3189.

The Poisson's ratio for cast iron varies from

A. 0.33 to 0.37
B. 0.21 to 0.26
C. 0.31 to 0.34
D. 0.32 to 0.42
Answer» C. 0.31 to 0.34
3190.

The strain energy stored in a spring, when subjected to maximum load, without suffering permanent distortion, is known as

A. impact energy
B. proof resilience
C. proof stress
D. modulus of resilience
Answer» C. proof stress
3191.

The Rankine's theory for active earth pressure is based on the assumption that

A. the retained material is homogeneous and cohesionless
B. the frictional resistance between the retaining wall and the retained material is neglected
C. the failure of the retained material takes place along a plane called rupture plane
D. all of the above
Answer» E.
3192.

An overhanging beam must overhang on both sides.

A. Correct
B. Incorrect
Answer» C.
3193.

The resultant stress on an inclined plane which is inclined at an angle to the normal cross-section of a body which is subjected to a direct tensile stress ( ) in one plane, is

A. sin
B. cos
C. sin 2
D. cos 2
Answer» C. sin 2
3194.

Two shafts 'A' and 'B' are made of same material. The shaft 'A' is solid and has diameter D. The shaft 'B' is hollow with outer diameter D and inner diameter D/2. The strength of hollow shaft in torsion is __________ as that of solid shaft.

A. 1/16
B. 1/8
C. 1/4
D. 15/16
Answer» E.
3195.

The extremeties of any diameter on Mohr's circle represent

A. principal stresses
B. normal stresses on planes at 45
C. shear stresses on planes at 45
D. normal and shear stresses on a plane
Answer» C. shear stresses on planes at 45
3196.

For a 25 mm hole drilled in plates, the diameter of rivet shank should be

A. 23mm
B. 24.5mm
C. 25mm
D. 26mm
Answer» B. 24.5mm
3197.

When a thin cylindrical shell is subjected to an internal pressure, there will be

A. a decrease in diameter and length of the shell
B. an increase in diameter and decrease in length of the shell
C. a decrease in diameter and increase in length of the shell
D. an increase in diameter and length of the shell
Answer» E.
3198.

The shear force diagram fora cantilever beam of length l and carrying a gradually varying load from zero at free end and w per unit length at the fixed end is a

A. horizontal straight line
B. vertical straight line
C. inclined line
D. parabolic curve
Answer» E.
3199.

The polar moment of inertia of a hollow shaft of outer diameter (D) and inner diameter (d) is

A. <img src="/_files/images/mechanical-engineering/strength-of-materials/109-278-1.png">
B. <img src="/_files/images/mechanical-engineering/strength-of-materials/109-278-2.png">
C. <img src="/_files/images/mechanical-engineering/strength-of-materials/109-278-3.png">
D. <img src="/_files/images/mechanical-engineering/strength-of-materials/109-278-4.png">
Answer» D. <img src="/_files/images/mechanical-engineering/strength-of-materials/109-278-4.png">
3200.

In the below figure, the stress corresponding to point D is

A. yield point stress
B. breaking stress
C. ultimate stress
D. elastic limit
Answer» D. elastic limit