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 6 of 11

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Q51.
Bond stress for M20 grade concrete in tension is ____________
Discuss
Answer: (b).1.2
Q52.
The formation of diagonal cracks at junctions is due to ________
Discuss
Answer: (a).Shear stress
Q53.
Calculate the factored bending moment of a rectangular reinforced concrete beam of effective span 4300 mm and load imposed 37.5 kN/m.
Discuss
Answer: (c).130kNm
Q54.
Determine the limiting percentage of steel for singly reinforced sections of M20 grade & Fe415.
Discuss
Answer: (c).0.96
Q55.
Calculate the limiting depth of the neutral axis for mild steel of effective depth 400 mm.
Discuss
Answer: (b).212mm
Q56.
Lap splices should not be used for bars larger than _____ mm.
Discuss
Answer: (c).36mm
Q57.
Anchorage value for โ€œUโ€ hook is ________
Discuss
Answer: (a).16 × diameter of bar
Q58.
The standard __________ are provided in deformed bars.
Discuss
Answer: (b).Bends
Q59.
Transverse bars are also called as _________
Discuss
Answer: (c).Distribution bars
Q60.
A slab supporting only in two edges opposite to each other is ______
Discuss
Answer: (b).One way slab