Shear Stress and Bending Stress MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Shear Stress and Bending Stress, a fundamental topic in the field of Mechanics of Materials. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our Shear Stress and Bending Stress 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 Shear Stress and Bending Stress mcq questions that explore various aspects of Shear Stress and Bending Stress problems. Each MCQ is crafted to challenge your understanding of Shear Stress and Bending Stress principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Mechanics of Materials tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our Shear Stress and Bending Stress MCQs are your pathway to success in mastering this essential Mechanics of Materials topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of Shear Stress and Bending Stress. 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 Shear Stress and Bending Stress knowledge to the test? Let's get started with our carefully curated MCQs!

Shear Stress and Bending Stress MCQs | Page 10 of 11

Q91.
In continuous beams ______________ moments is always less than support moments.
Discuss
Answer: (b).Mid span
Q92.
Lighter materials of construction can be used for a continuous beam.
Discuss
Answer: (a).True
Q93.
________ is a good example for malleability.
Discuss
Answer: (c).Copper
Q94.
Determine the working stress in the factor of safety is 3 and ultimate load is what 127.32N?
Discuss
Answer: (d).42 N/m²
Q95.
Volumetric strain = 3× _____________
Discuss
Answer: (a).Linear strain
Q96.
The approximate percentage of steel taken for lintels in the absence of detailed design is _______
Discuss
Answer: (c).0.7-1%
Q97.
Mix proportion for M20 grade mix is _________
Discuss
Answer: (b).1:1.5:3
Q98.
The limit state corresponding to deflection, cracking and vibrations are _______
Discuss
Answer: (b).Limit state of serviceability
Q99.
In reinforcing of Steel bars, the end and side covers are taken as ____________ to ____________ mm.
Discuss
Answer: (a).40 to 50mm
Q100.
The field capacity of a soil depends upon _____________ factor.
Discuss
Answer: (a).Porosity of soil
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