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. Invar tapes are made of an alloy of

2 / 50

2. The W.C.B of a line is preferred to a quadrantal bearing merely because

3 / 50

3. "Cross-sectioning" and "Longitudinal sectioning" is

4 / 50

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

5 / 50

5. The rise and fall method

6 / 50

6. The angular error of closure or summation error should not exceed (Where N is the number of stations or sides.)

7 / 50

7. The device used in computing the horizontal and vertical distances rapidly and conveniently is

8 / 50

8. In the direct method of contouring, the process of locating points lying on a contour is known as

9 / 50

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

10 / 50

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

11 / 50

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

12 / 50

12. The graduations in a prismatic compass are

13 / 50

13. The method of tacheometry in which the observation is made with stadia wires with a variable interval is known as

14 / 50

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

15 / 50

15. The bearing of line AB is 200° and that of BC is 270°, the included angle ABC is

16 / 50

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

17 / 50

17. The instrument used for measuring area on a contour map is

18 / 50

18. Cubic parabola is a type of

19 / 50

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

20 / 50

20. Tellurometer uses

21 / 50

21. The intercept of a staff is

22 / 50

22. The image of the objectives formed should lie

23 / 50

23. The foremost work to be executed while traversing with a compass is

24 / 50

24. When several contours coincide, it indicates

25 / 50

25. The surface of zero elevation around the earth, which is slightly irregular and curved, is known as

26 / 50

26. In a constant level tube, the size of the bubble remains constant because the upper wall of the tube has

27 / 50

27. The two-point problem is:

28 / 50

28. Which one is the simplest survey?

29 / 50

29. Chain surveying is used for a small area in

30 / 50

30. Normal tension is that pull which

31 / 50

31. A 30 m long tape was standardized at a temperature of 30°C; at the time of measurement, the temperature recorded was 35°C. Then the correction for temperature per tape length is (coefficient of thermal expansion = 0.0001116/°C)

32 / 50

32. Crosshairs in a surveying telescope are fitted

33 / 50

33. The magnetic bearing of a line is 60°, and the true bearing of the same line is 70°. Find the declination

34 / 50

34. For a tacheometer, the additive and multiplying constants are respectively

35 / 50

35. The types of errors that are of a cumulative nature and can be corrected are known as

36 / 50

36. In a theodolite, the line passing through the intersection of the horizontal and vertical crosshairs and the optical center of the object glass and its continuation is known as

37 / 50

37. Find the length of curve if radius of curve

38 / 50

38. A benchmark (BM) is a

39 / 50

39. Different grades are joined together by a

40 / 50

40. Automatic level has advantages of

41 / 50

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

42 / 50

42. Limiting the length of offset depends upon

43 / 50

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

44 / 50

44. In leveling across a hill, the level should be set up on

45 / 50

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

46 / 50

46. Axis method of traverse correction is used when

47 / 50

47. A series of closely spaced contour lines represent a

48 / 50

48. Size of a theodolite is specified by

49 / 50

49. The main difference between an optical square and a prism square is

50 / 50

50. In a theodolite, staff readings for upper, middle, and lower crosshairs are 1.4, 0.9 & 0.4, respectively. If the height of the tower is 100m, then find the horizontal distance between the instrument station and the base of the tower

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