Strength of Materials MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Strength of Materials, a fundamental topic in the field of Mechanical Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our Strength of Materials MCQs are designed to help you grasp the core concepts and excel in solving problems.

In this section, you'll find a wide range of Strength of Materials mcq questions that explore various aspects of Strength of Materials problems. Each MCQ is crafted to challenge your understanding of Strength of Materials principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Mechanical Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our Strength of Materials MCQs are your pathway to success in mastering this essential Mechanical Engineering topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of Strength of Materials. You can click on an option to test your knowledge before viewing the solution for a MCQ. Happy learning!

So, are you ready to put your Strength of Materials knowledge to the test? Let's get started with our carefully curated MCQs!

Strength of Materials MCQs | Page 26 of 44

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Q251.
When a change in length takes place, the strain is known as

a.

linear strain

b.

lateral strain

c.

volumetric strain

d.

shear strain

Discuss
Answer: (a).linear strain
Q252.
The maximum bending moment of a simply supported beam with central point load lies at the point of loading.

a.

True

b.

False

c.

Can't say

d.

None of these

Discuss
Answer: (a).True
Q253.
When the shear force diagram between any two points is an inclined straight line, it indicates that there is a uniformly varying load between the two points.

a.

Yes

b.

No

c.

Can't say

d.

None of these

Discuss
Answer: (a).Yes
Q254.
A pressure vessel is said to be a thick shell, when

a.

it is made of thick sheets

b.

the internal pressure is very high

c.

the ratio of wall thickness of the vessel to its diameter is less than 1/10.

d.

the ratio of wall thickness of the vessel to its diameter is greater than 1/10.

Discuss
Answer: (d).the ratio of wall thickness of the vessel to its diameter is greater than 1/10.
Q255.
A steel bar 2 m long, 20 mm wide and 10 mm thick is subjected to a pull of 2 kN. If the same bar is subjected to a push of 2 kN, the Poission's ratio of the bar in tension will be __________ the Poisson's ratio for the bar in compression.

a.

equal to

b.

less than

c.

greater than

d.

None of these

Discuss
Answer: (a).equal to
Q256.
A square beam and a circular beam have the same length, same allowable stress and the same bending moment. The ratio of weights of the square beam to the circular beam is

a.

1/2

b.

1

c.

1/1.12

d.

1/2

Discuss
Answer: (c).1/1.12
Q257.
A thin cylindrical shell of diameter (d), length (l) and thickness (t)is subjected to an internal pressure (p). The hoop stress in the shell is

a.

pd/t

b.

pd/2t

c.

pd/4t

d.

pd/6t

Discuss
Answer: (b).pd/2t
Q258.
When a body is subjected to a direct tensile stress (ฯƒ) in one plane, then tangential or shear stress on an oblique section of the body inclined at an angle ฮธ to the normal of the section is

a.

ฯƒ sin 2ฮธ

b.

ฯƒ cos 2ฮธ

c.

ฯƒ/2 sin 2ฮธ

d.

ฯƒ/2 cos 2ฮธ

Discuss
Answer: (c).ฯƒ/2 sin 2ฮธ
Q259.
The maximum shear stress in a thin spherical shell subjected to an internal pressure (p) is zero.

a.

Yes

b.

No

c.

Can't say

d.

None of these

Discuss
Answer: (a).Yes
Q260.
The change in length due to a tensile or compressive force acting on a body is given by (where P = Tensile or compressive force acting on the body, l = Original length of the body, A = Cross-sectional area of the body, and E = Young's modulus for the material of the body)

a.

P.I.A/E

b.

PI/AE

c.

E/P.I.A

d.

AE/PI

Discuss
Answer: (b).PI/AE
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