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GATE Civil Engineering (CE) 2027 Test: Compass Surveying & Theodolite -


MCQ Practice Test & Solutions: Test: Compass Surveying & Theodolite - 1 (10 Questions)

You can prepare effectively for Civil Engineering (CE) GATE Civil Engineering (CE) 2027 Mock Test Series with this dedicated MCQ Practice Test (available with solutions) on the important topic of "Test: Compass Surveying & Theodolite - 1". These 10 questions have been designed by the experts with the latest curriculum of Civil Engineering (CE) 2026, to help you master the concept.

Test Highlights:

  • - Format: Multiple Choice Questions (MCQ)
  • - Duration: 30 minutes
  • - Number of Questions: 10

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Test: Compass Surveying & Theodolite - 1 - Question 1

In the prismatic compass 

Test: Compass Surveying & Theodolite - 1 - Question 2

Local attraction in compass surveying may exist due to

Detailed Solution: Question 2

Local attraction is a term used to denote any influence, which prevents the needle from pointing to the magnetic north in a given locality. Difference of fore bearing and back bearing = 0 ⇒ No local attraction.

Test: Compass Surveying & Theodolite - 1 - Question 3

The horizontal angle between the true meridian and magnetic meridian at a place is called

Test: Compass Surveying & Theodolite - 1 - Question 4

A negative declination shows that the magnetic meridian is to the

Test: Compass Surveying & Theodolite - 1 - Question 5

If the lower clamp screw is tightened and upper clamp screw is loosened, the theodolite may be rotated

Test: Compass Surveying & Theodolite - 1 - Question 6

The error due to eccentricity of inner and outer axes can be eliminated by 

Detailed Solution: Question 6

Error due to eccentricity of inner and outer axes means that the centre of graduated horizontal circle does not coincide with the centre of vernier plate.

Test: Compass Surveying & Theodolite - 1 - Question 7

While measuring horizontal angles by the method of repetition with a theodolite, readings are taken on both the verniers. Which one of the following errors will be eliminated by reading both the verniers?

Test: Compass Surveying & Theodolite - 1 - Question 8

If the quadrantal bearing of a line is N25°W, then the whole circle bearing of the line is

Detailed Solution: Question 8

Test: Compass Surveying & Theodolite - 1 - Question 9

The following bearings were observed while traversing with a compass:

Which stations were affected by local attraction?

Detailed Solution: Question 9

As the difference between F.B and B.B of line AB is exactly 180°, stations A and B are free from local attraction which is not the case with line CD.
Hence stations C and D are affected by local attraction.

Test: Compass Surveying & Theodolite - 1 - Question 10

The coordinates of two end-points A and B of a traverse line AB are 
XA = 1000.00 m, YA = 1000.00 m
XB = 2000.00 m, YB = 1000.00 m 

The bearing of the line AB will be

Detailed Solution: Question 10


  • The coordinates of A are (1000.00 m, 1000.00 m) and B are (2000.00 m, 1000.00 m).

  • The line AB runs horizontally from A to B.

  • Since YA = YB, the line is parallel to the X-axis.

  • A line parallel to the X-axis with increasing X-coordinates has a bearing of 90°0′0″.

  • Therefore, the bearing of line AB is 90°0′0″.


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