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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  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
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1. *The two-peg method is used to check the parallelism between the

2 / 50

2. The Bench Mark of a point is 400m. Backsight reading at the benchmark is 2.20, and the foresight reading of point A is 2.10. Find the RL of point A

3 / 50

3. In a closed traverse,

4 / 50

4. The dip of the needle

5 / 50

5. If the magnetic bearing of a line is 65° and the true bearing 45°, then the magnetic declination is

6 / 50

6. In a prismatic compass,

7 / 50

7. 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

8 / 50

8. For a line AB

9 / 50

9. Azimuth (direct angles) is an angle measured in

10 / 50

10. Crosshairs in a surveying telescope are fitted

11 / 50

11. The angle of intersection of the horizon mirror and the index mirror of an optical square is

12 / 50

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

13 / 50

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

14 / 50

14. The contour interval depends upon

15 / 50

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

16 / 50

16. The distance between terminal points computed from a subsidiary traverse run between them is known as

17 / 50

17. The optical square is based on the principle of

18 / 50

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

19 / 50

19. Ranging is the process of

20 / 50

20. The image of the objectives formed should lie

21 / 50

21. Find the RL of the collimation line. If the RL of BM is 100 m & BS staff reading is 5.35 m

22 / 50

22. 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

23 / 50

23. A leveling station is a point where:

24 / 50

24. The needle is adjusted for

25 / 50

25. When the following scale is the smallest one

26 / 50

26. The central angle subtended by an arc of 30m of the curve

27 / 50

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

28 / 50

28. Any arbitrarily assumed level line from which vertical distances are measured is known as

29 / 50

29. The accuracy required in precise leveling is of the order of (Where K is the total distance of the level line in KM)

30 / 50

30. Staff intercept means

31 / 50

31. Cubic parabola is a type of

32 / 50

32. The tie line is run through the survey to

33 / 50

33. The accuracy of measurement in chain surveying does not depend upon

34 / 50

34. The place where the reading is taken is known as

35 / 50

35. Which one is the simplest survey?

36 / 50

36. The maximum number of omitted measurements that can be calculated from latitudes and departures of a closed traverse is

37 / 50

37. The longest chain line passing through the center of the area is known as

38 / 50

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

39 / 50

39. The last reading of leveling is always at

40 / 50

40. In a closed traverse, the algebraic sum of deflection angles is

41 / 50

41. The angle subtended by the long chord of a simple curve at its center is equal to

42 / 50

42. In compass surveying

43 / 50

43. The height of instrument method is

44 / 50

44. Geodetic survey is different from plane surveying because of

45 / 50

45. Permanent adjustment is carried out to

46 / 50

46. A benchmark (BM) is a

47 / 50

47. Find the R.F. of 1cm = 5m

48 / 50

48. *Total station is

49 / 50

49. 'SPIRE TEST' is used in the permanent adjustment of theodolite for

50 / 50

50. Pick up the odd statement

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