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Civil Engineering (CE) Exam  >  Civil Engineering (CE) Tests  >  GATE Civil Engineering (CE) 2025 Mock Test Series  >  Test: Compass Surveying & Theodolite - 1 - Civil Engineering (CE) MCQ

Test: Compass Surveying & Theodolite - 1 - Civil Engineering (CE) MCQ


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10 Questions MCQ Test GATE Civil Engineering (CE) 2025 Mock Test Series - Test: Compass Surveying & Theodolite - 1

Test: Compass Surveying & Theodolite - 1 for Civil Engineering (CE) 2024 is part of GATE Civil Engineering (CE) 2025 Mock Test Series preparation. The Test: Compass Surveying & Theodolite - 1 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Compass Surveying & Theodolite - 1 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Compass Surveying & Theodolite - 1 below.
Solutions of Test: Compass Surveying & Theodolite - 1 questions in English are available as part of our GATE Civil Engineering (CE) 2025 Mock Test Series for Civil Engineering (CE) & Test: Compass Surveying & Theodolite - 1 solutions in Hindi for GATE Civil Engineering (CE) 2025 Mock Test Series course. Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free. Attempt Test: Compass Surveying & Theodolite - 1 | 10 questions in 30 minutes | Mock test for Civil Engineering (CE) preparation | Free important questions MCQ to study GATE Civil Engineering (CE) 2025 Mock Test Series for Civil Engineering (CE) Exam | Download free PDF with solutions
Test: Compass Surveying & Theodolite - 1 - Question 1
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In the prismatic compass 

Test: Compass Surveying & Theodolite - 1 - Question 2
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Local attraction in compass surveying may exist due to

Detailed Solution for Test: Compass Surveying & Theodolite - 1 - 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.

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Test: Compass Surveying & Theodolite - 1 - Question 3
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The horizontal angle between the true meridian and magnetic meridian at a place is called

Test: Compass Surveying & Theodolite - 1 - Question 4
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A negative declination shows that the magnetic meridian is to the
Test: Compass Surveying & Theodolite - 1 - Question 5
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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
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The error due to eccentricity of inner and outer axes can be eliminated by 
Detailed Solution for Test: Compass Surveying & Theodolite - 1 - 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
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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
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If the quadrantal bearing of a line is N25°W, then the whole circle bearing of the line is
Detailed Solution for Test: Compass Surveying & Theodolite - 1 - Question 8

Test: Compass Surveying & Theodolite - 1 - Question 9
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The following bearings were observed while traversing with a compass:

Which stations were affected by local attraction?
Detailed Solution for Test: Compass Surveying & Theodolite - 1 - 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
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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 for Test: Compass Surveying & Theodolite - 1 - 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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