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 31 of 37

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Q301.
Locating the position of a plane table station with reference to three known points, is known as
Discuss
Answer: (d).three point problem.
Discuss
Answer: (b).diameter of the curve x sine of half the degree
Discuss
Answer: (d).it is possible to set offsets correctly on both sides.
Q304.
A lens or combination of lenses in which the following defect is completely eliminated is called aplanatic
Discuss
Answer: (a).spherical aberration
Q305.
While setting a plane table at a station it was found that the error in centering was 30 cm away from the ray of length 40 m drawn from the station. If the scale of the plan is 1 cm = 2 cm, the displacement of the end of the ray in plan from the true position will be
Discuss
Answer: (b).0.15 cm
Q306.
In precision theodolite traverse if included angles are read twice and the mean reading accepted using both verniers having a least count of 30". Assuming the instrument to be in perfect adjustment, linear measurements correct to 6 mm per 30 metre tape duly corrected for temperature, slope and sag, the angular error of closure not to exceed (where n is the number of traverse legs)
Discuss
Answer: (a).50" โˆšn
Q307.
Straight, parallel and widely spaced contours represent
Discuss
Answer: (c).an inclined plane surface
Discuss
Answer: (d).fitted with a glass wedge in front of telescope.
Discuss
Answer: (c).away from the telescope pointing up-hill
Q310.
To orient a plane table at a point with two inaccessible points, the method generally adopted, is
Discuss
Answer: (d).two point problem.