Surveying Online Test - Paper 3 » Winning Questions
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Surveying Online Test – Paper 3

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

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Get fresh, new questions in each attempt.

  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
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  • 👍 All the best!

1 / 50

1. If the needle is truly magnetic and is not sluggish

2 / 50

2. Placing the table over the station such that the station plotted on the sheet is exactly above the corresponding station on the ground is:

3 / 50

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

4 / 50

4. The advantage of anallatic lens is

5 / 50

5. Diurnal variation depends upon

6 / 50

6. Actually, which is not the method of plane tabling?

7 / 50

7. If the magnetic declination is (-)6°0' and the reduced bearing of a line is S40°01'E, the true bearing of the line is

8 / 50

8. The order of accuracy of the elevation of points obtained from a contour map is equal to

9 / 50

9. An operation for determining the relative elevations of different points on the surface of the earth is known as

10 / 50

10. In a closed traverse, the closing error should not be more than (where N is the no. of sides of the traverse)

11 / 50

11. A series of closely spaced contour lines represent a

12 / 50

12. The boundary of water of a still lake is

13 / 50

13. In normal condition, the difference of fore and back bearing should be?

14 / 50

14. A level tube is used to make the line of sight horizontal. It is filled with

15 / 50

15. A chain 33 feet long and consisting of 16 links each 2(1/16) feet long is

16 / 50

16. If the plane table is not horizontal in a direction at right angles to the alidade, the line of sight is parallel to the fiducial edge only for:

17 / 50

17. The projection of a line on a plane parallel to the meridian is known as

18 / 50

18. Horizontal equivalent of a uniform slope must be

19 / 50

19. The chain length which is not the standard metric chain length is

20 / 50

20. Plane table surveying is a graphical method of surveying in which:

21 / 50

21. Revolving of the telescope of a theodolite in a horizontal plane is

22 / 50

22. The two-point problem as compared to the three-point problem is:

23 / 50

23. The area of the earth's surface is taken into account only if the extent of the survey is more than

24 / 50

24. A level line is a

25 / 50

25. The size of the plane table is:

26 / 50

26. *Due to the curvature of the earth, objects look

27 / 50

27. If the focal length of the objective glass is 20cm, and the distance from the object glass to the trunnion axis is 12cm, the additive constant is

28 / 50

28. Size of a theodolite is specified by

29 / 50

29. Automatic level has advantages of

30 / 50

30. The three-point problem is concerned with:

31 / 50

31. The maximum permissible difference allowed while taking down the fore bearing and back bearing of a line is

32 / 50

32. The inclination of the needle to the horizontal towards the pole is called

33 / 50

33. In plane table instrument for horizontal & vertical measurement without chaining

34 / 50

34. The resection by a two-point problem as compared to the three-point problem:

35 / 50

35. The position of a point can be fixed more accurately by

36 / 50

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

37 / 50

37. The tacheometric method is a more suitable method for preparing the contour map of

38 / 50

38. Which one of the following may not be classified as personal error

39 / 50

39. To orient a plane table without two inaccessible points, the method generally adopted is:

40 / 50

40. The three-point problem can be solved by:

41 / 50

41. The types of survey used to fix property lines are

42 / 50

42. The fix of the table is good when:

43 / 50

43. Height of the instrument is equal to:

44 / 50

44. The process of turning the telescope about the horizontal axis in a vertical plane by a complete revolution is known as

45 / 50

45. Prolongation of a chain line across an obstruction in chain surveying is done by

46 / 50

46. Which one is the simplest survey?

47 / 50

47. The error eliminated by taking the mean of both face observations is

48 / 50

48. For Y level, Cooke's, and Cushing levels, the line of collimation should coincide with

49 / 50

49. The method of plane tabling generally adopted to obtain details and plotting inaccessible points is:

50 / 50

50. *The observed reading on a leveling staff was 3.545 m. If the staff was 0.150m off from the original ground level, what should be the correct reading?

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