Dams Analysis MCQs

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

Dams Analysis MCQs | Page 8 of 9

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Discuss
Answer: (b).Maximum water level
Q72.
______ is the difference of Level between full reservoir level and top of the dam.
Discuss
Answer: (b).Gross free board
Q73.
By keeping the phreatic line within the downstream toe, the ___________ can be avoided.
Discuss
Answer: (c).Sloughing
Q74.
Springs(closely coiled) are examples of _____________
Discuss
Answer: (a).stiffness
Q75.
Perennial canals are also known as ________
Discuss
Answer: (d).Permanent canal
Q76.
To ensure economy in dam sections, the ______ should be minimum.
Discuss
Answer: (a).Base width
Q77.
Calculate the maximum stress at the base section is the self weight is 4400 kN. The top and bottom width of them are 3 and 8 m respectively. Take (e) = 2.97.
Discuss
Answer: (b).1775.12 kN/m²
Q78.
If the maximum stress is positive, then the nature of stress is ____
Discuss
Answer: (c).Compressive
Q79.
Determine the eccentricity of the dam section, if the base width of the dam be 6m. Take Z = 5.5m.
Discuss
Answer: (a).2.5
Q80.
Calculate the minimum stress developed at the heel of the dam, if the self weight of the dam is 924 kN and the base with is 6 metres [Take e = 0.0945m].
Discuss
Answer: (b).139 kN/m²
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