Columns and Struts MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Columns and Struts, 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 Columns and Struts 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 Columns and Struts mcq questions that explore various aspects of Columns and Struts problems. Each MCQ is crafted to challenge your understanding of Columns and Struts 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 Columns and Struts 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 Columns and Struts. 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 Columns and Struts knowledge to the test? Let's get started with our carefully curated MCQs!

Columns and Struts MCQs | Page 15 of 18

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Q141.
What is the anchorage value of standard โ€œUโ€ type hook?
Discuss
Answer: (a).16 times the diameter of bar
Q142.
The flexural bond is _________ at the section.
Discuss
Answer: (b).Maximum
Q143.
_________ reinforcement is designed for sections where the bending moment is maximum.
Discuss
Answer: (b).Tension
Q144.
In case of __________ beams, the 50% of bars are curtailed at a distance of 0.5 ×l.
Discuss
Answer: (b).Cantilever
Q145.
Splices are provided when the ________ bar available is less than that required.
Discuss
Answer: (b).Length
Q146.
Lap splices should not be used for bars larger than __________ mm.
Discuss
Answer: (d).36 mm
Q147.
Cantilever slab is categorised based on support conditions.
Discuss
Answer: (a).True
Q148.
According to IS 456: 2000; the span to depth ratio of a simply supported beam is ___________
Discuss
Answer: (b).20
Q149.
The __________ of the slab is governed by span to depth ratio.
Discuss
Answer: (b).Stiffness
Q150.
The material does not possessing any kind of elastic symmetry, then the material is said to be _______
Discuss
Answer: (c).Anisotropic