Elements of Elasticity and Stress Distribution MCQs

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

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

Elements of Elasticity and Stress Distribution MCQs | Page 17 of 19

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Q161.
Find the vertical pressure at depth 5m for a uniformly loaded circular area of 80 kN/m² load and radius of 5m.
Discuss
Answer: (a).51.72 kN/m²
Q162.
Find the influence factor for the vertical pressure at depth 5m for a uniformly loaded circular area of 80 kN/m² load and radius of 1m.
Discuss
Answer: (b).0.0571
Discuss
Answer: (a).base of footing and underlying soil mass
Discuss
Answer: (d).normal load to true contact area
Q165.
Contact pressure can be called scratch hardness only in case of __________
Discuss
Answer: (c).plastic contact
Q166.
Find the load at depth 10m for a uniformly loaded circular area of radius 1000m. k=1. The vertical pressure ฯƒz is 80 kN/m².
Discuss
Answer: (c).80 kN/m²
Q167.
Find the depth z for a uniformly loaded circular area of 80 kN/m² load and radius of 50m. k=0.9160.
Discuss
Answer: (c).25m
Q168.
If the contact pressure is 14 kN/m², then find the load for 50 m².
Discuss
Answer: (c).700kN
Q169.
If a UDL of 70 kN/m² is acting at a rectangular area of 25 m², then the contact pressure is _______
Discuss
Answer: (d).70 kN/m²
Q170.
The contact pressure of a footing was found to be 85 kN/m² for a load of 212.5 kN. What will be the contact area?
Discuss
Answer: (b).2.5 m²