Surveying Online Test - Paper 3 » Winning Questions
GK Aim: A Treasure of MCQs

Surveying Online Test – Paper 3

0%
Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

This is a FREE online test. Beware of scammers who ask for money to attend this test.

Get fresh, new questions in each attempt.

  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
  • Do not refresh the page!
  • 👍 All the best!

1 / 50

1. Invar tapes are made of an alloy of

2 / 50

2. The difference between the most probable value of a quantity and its observed value is

3 / 50

3. The representation of general topography of a very flat terrain is possible only

4 / 50

4. A transition curve introduced between the tangent and the circular curve should

5 / 50

5. The longitudinal section of the surface of the bubble tube is

6 / 50

6. Offsets are

7 / 50

7. The quadrantal bearing of a line is determined by:

8 / 50

8. Bowditch's rule is applied to

9 / 50

9. *For the construction of highway/railway

10 / 50

10. In the whole circle system, the bearings are measured

11 / 50

11. The tie line is run through the survey to

12 / 50

12. If the needle of the compass is sluggish the type of error will be

13 / 50

13. If the distance between two points A and B is 1km, the combined correction for curvature and refraction will be

14 / 50

14. The "point of the curve" of a simple circular curve is

15 / 50

15. If the level tube is out of adjustment by an angle e, when the telescope is rotated through 180°, it becomes

16 / 50

16. A relatively fixed point of known elevation above the datum is called

17 / 50

17. The function of the leveling head is

18 / 50

18. In survey, it was recorded that Σfall = 0 then

19 / 50

19. The angle that can be set by a French cross-staff is

20 / 50

20. In compass surveying

21 / 50

21. If the observed reading of a level staff is 3.83m, and at the point sighted the staff is 0.15m off from the vertical through the bottom, the correct reading will be

22 / 50

22. If the station A and B are equally affected and in the different direction, then the difference between the forebearing and back bearing of a line AB should be

23 / 50

23. The triangle formed by joining the position of the known points on plane table survey is known as:

24 / 50

24. The magnification of a telescope lens depends upon

25 / 50

25. Ten readings were recorded in a level field book. If the instrument was shifted after the 2nd and 6th readings, then the foresight readings are

26 / 50

26. Horizontal equivalent of a uniform slope must be

27 / 50

27. Compensating errors in chaining or other surveys are

28 / 50

28. For a station to be free from local attraction

29 / 50

29. You are requested to carry out a survey for the construction of a small airport in a mountainous region of Nepal. Which of the following surveying method will you choose?

30 / 50

30. In the case of a telescopic alidade, the adjustment done is

31 / 50

31. Area of triangle joining three corner points in comparison to the circle same three points:

32 / 50

32. Metallic tapes are made of

33 / 50

33. A poor fix of the table is:

34 / 50

34. The instrument used to reproduce plans to a different scale is called

35 / 50

35. The Philadelphia rod is a type of

36 / 50

36. *The leveling of the instrument is done such that

37 / 50

37. Angular surveying in which both the horizontal and vertical positions of a point are obtained by optical means is known as

38 / 50

38. A series of straight, parallel, and widely spaced contours on a map represent a

39 / 50

39. The fix of the table is good when:

40 / 50

40. The quadrantal system confines the user to measure the bearings from

41 / 50

41. The method of leveling in which the plane table is set at only one station to take detail is known as:

42 / 50

42. "Fiducial edge" is the working edge of

43 / 50

43. In survey works, declination varies from time to time and place to place. The main important variation is

44 / 50

44. The angle of intersection of a curve is the angle between

45 / 50

45. During leveling staff readings are taken 1.0, 0.8 & 0.6 from consecutive horizontal crosshairs, the staff intercept should be

46 / 50

46. The instrument used for centering the plane table accurately is:

47 / 50

47. With the help of leveling, we measure

48 / 50

48. If S is the value of one smallest division on the main scale, v is the value of one smallest division on the vernier, and n is the number of divisions on the vernier, then the least count is given by

49 / 50

49. If W is the weight of the chain, L is the span, and P is the tension or pull, the sag correction for the chain will be

50 / 50

50. Plane table survey is considered good as compared to other surveys since:

Please provide accurate information so we can send your Achievement Certificate by mail.

Your score is

Share your achievement!

LinkedIn Facebook
0%

Please provide your feedback.

Thank you for your valuable feedback.

Subscribe
Notify of
guest
0 Comments
Inline Feedbacks
View all comments
Scroll to Top