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 5 of 37

Q41.
While viewing through a level telescope and moving the eye slightly, a relative movement occurs between the image of the levelling staff and the cross hairs. The instrument is
Discuss
Answer: (c).said to have parallax
Discuss
Answer: (a).linear measurements only
Q43.
Two concave lenses of 60 cm focal length are cemented on either side of a convex lens of 15 cm focal length. The focal length of the combination is
Discuss
Answer: (c).30 cm
Q44.
One of the tacheometric constants is additive, the other constant, is
Discuss
Answer: (b).multiplying constant
Discuss
Answer: (d).indefinite features to be surveyed.
Discuss
Answer: (b).by independent co-ordinates of each station
Q47.
The difference of level between a point below the plane of sight and one above, is the sum of two staff readings and an error would be produced equal to
Discuss
Answer: (b).twice the distance between the zero of graduation and the foot of the staff
Q48.
Offsets are measured with an accuracy of 1 in 40. If the point on the paper from both sources of error (due to angular and measurement errors) is not to exceed 0.05 cm on a scale of 1 cm = 20 m, the maximum length of offset should be limited to
Discuss
Answer: (b).28.28 m
Q49.
The bearings of the lines AB and BC are 146° 30' and 68° 30'. The included angle ABC is
Discuss
Answer: (a).102°
Q50.
For a closed traverse the omitted measurements may be calculated
Discuss
Answer: (d).all the above.
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