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 29 of 37

Discuss
Answer: (d).all the above.
Q282.
An internal focussing type surveying telescope, may be focussed by the movement of
Discuss
Answer: (c).concave lens in the telescope
Q283.
An imaginary line lying throughout on the surface of the earth and preserving a constant inclination to the horizontal, is called
Discuss
Answer: (b).contour gradient
Q284.
An angles of 45° with a chain line may be set out with
Discuss
Answer: (c).Fench cross staff
Discuss
Answer: (d).all the above.
Q286.
The imaginary line passing through the intersection of cross hairs and the optical centre of the objective, is known as
Discuss
Answer: (b).line of collimation
Q287.
A dumpy level was set up at mid-point between pegs A and B, 80 m apart and the staff readings were 1.32 and 1.56. When the level was set up at a point 10 m from A on BA produced, the staff readings obtained at A and B were 1.11 and 1.39. The correct staff reading from this set up at S should be
Discuss
Answer: (b).1.345
Discuss
Answer: (b).smaller, farther off the staff is held
Q289.
Horizontal distances obtained tacheometerically are corrected for
Discuss
Answer: (c).refraction and curvature correction
Q290.
If the long chord and tangent length of a circular curve of radius R are equal the angle of deflection, is
Discuss
Answer: (d).120°