Surveying MCQs

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

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

Surveying MCQs | Page 35 of 37

Q341.
The properties of autogenous curve for automobiles are given by
Discuss
Answer: (c).Bernoulli's Lemniscate
Discuss
Answer: (d).all the above.
Q343.
If 50 m point of a 100 m tape is 50 cm off line, and 50 m sections are straight, an error is generated equal to
Discuss
Answer: (c).1/20000
Discuss
Answer: (d).all the above.
Q345.
The 10 mm markings on a levelling staff placed at 20 m are separated by
Discuss
Answer: (c).1/2000 radian
Q346.
The method generally preferred to for contouring an undulating area, is
Discuss
Answer: (c).tacheometrical surveying
Discuss
Answer: (d).all the above.
Q348.
A level when set up 25 m from peg A and 50 m from peg B reads 2.847 on a staff held on A and 3.462 on a staff held on B, keeping bubble at its centre while reading. If the reduced levels of A and B are 283.665 m and 284.295 m respectively, the collimation error per 100 m is
Discuss
Answer: (d).0.060 m
Q349.
For taking offsets with an optical square on the right hand side of the chain line, it is held
Discuss
Answer: (b).by left hand upright
Q350.
If the whole circle bearing of a line is 270°, its reduced bearing is
Discuss
Answer: (c).W 90°