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

2 / 50

2. For accurate work, in comparison to the chain, the steel band is used because it

3 / 50

3. If the temperature increases, the sensitivity of a bubble tube

4 / 50

4. The multiplying constant of a tacheometer is

5 / 50

5. Limiting the length of offset depends upon

6 / 50

6. An example of a level surface is

7 / 50

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

8 / 50

8. Angle of 45° with the chain line may be set out with

9 / 50

9. Offsets are

10 / 50

10. If Θ is the angle of the slope, L is the length of the slope, and H is the difference in elevation between the two ends of the link, then the slope correction will be

11 / 50

11. The theory of probability is applied to

12 / 50

12. Intersection is preferred to radiation when:

13 / 50

13. A bearing noted N45° E represents

14 / 50

14. The upgrade road meets with the downgrade road, then the curve formed at the junction is called

15 / 50

15. The fundamental lines of transit of the theodolite are

16 / 50

16. A series of closely spaced contour lines represent a

17 / 50

17. Subtense bar is an instrument used for the measurement of horizontal distance in

18 / 50

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

19 / 50

19. An invert is taken when the point is

20 / 50

20. If the included angle is less than 180°, the deflection angle is

21 / 50

21. The spacing of cross-sections in the indirect method of contouring depends upon

22 / 50

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

23 / 50

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

24 / 50

24. If the magnetic bearing of the sun at noon at a place in the southern hemisphere is 150°, the magnetic declination at that place is

25 / 50

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

26 / 50

26. Indirect ranging method is adopted when two points of the chain line are:

27 / 50

27. Which one of the following is not a personal error?

28 / 50

28. A chain is made up of mild steel or galvanized iron wire of diameter

29 / 50

29. The chord of curve less than peg interval is known as

30 / 50

30. Chain surveying is used for

31 / 50

31. 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?

32 / 50

32. The trunion axis or transverse axis is

33 / 50

33. The difference between the two bearings of the last line as observed at the first and the last station of a traverse is known as

34 / 50

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

35 / 50

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

36 / 50

36. In a dumpy level, the objective and eyepiece lenses are made of two or more small lenses to obtain

37 / 50

37. A scale representing either three units or only one unit and its fractions up to the second place of the decimal point is

38 / 50

38. In the case of leveling staff readings are taken by (In the case of target staff)

39 / 50

39. Crosshairs in a surveying telescope are fitted

40 / 50

40. Which one is wrong?

41 / 50

41. The shape of the vertical curve generally used is

42 / 50

42. A straight line tangential to the longitudinal curve of the level tube at its center is known as

43 / 50

43. The advantage of anallatic lens is

44 / 50

44. The height of instrument method is

45 / 50

45. Boning rod is used

46 / 50

46. *The two-peg method is used to check the parallelism between the

47 / 50

47. In chain survey execution, this first step taken is

48 / 50

48. Which of the following terms is not associated with leveling:

49 / 50

49. 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

50 / 50

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

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