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 / 50

1. 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

2 / 50

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

3 / 50

3. *The line of collimation should be parallel to

4 / 50

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

5 / 50

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

6 / 50

6. The bearing of the traverse line is calculated by

7 / 50

7. The correction for curvature as applied to staff reading is

8 / 50

8. For a line AB

9 / 50

9. Handles of chains are made of

10 / 50

10. The elevation (BM) of point A is 100 m. Backsight reading at A is 20, and foresight reading at B is 30 m. Find the RL of point B

11 / 50

11. When the following scale is the smallest one

12 / 50

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

13 / 50

13. The outer spindle attached to the lower plate in a transit theodolite is known as

14 / 50

14. The image of the objectives formed should lie

15 / 50

15. The function of the leveling head is

16 / 50

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

17 / 50

17. While measuring horizontal distance by stepping method we should follow

18 / 50

18. The types of leveling used for Geodetic survey is

19 / 50

19. Diurnal variation depends upon

20 / 50

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

21 / 50

21. Butt rods are used for measuring

22 / 50

22. Error in tacheometric surveying is due to

23 / 50

23. The amount of correction due to local attraction at a place

24 / 50

24. Personal error in leveling occurs due to

25 / 50

25. 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

26 / 50

26. Local attraction in compass surveying may be due to

27 / 50

27. The types of instrument generally used in the survey of gravity water supply system are:

28 / 50

28. Height of instrument method of leveling, as compared to the rise and fall method, is

29 / 50

29. The upper plate

30 / 50

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

31 / 50

31. A disadvantage of plane table survey is:

32 / 50

32. 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

33 / 50

33. "A curve of varying radius introduced between two branches of a compound curve is called

34 / 50

34. Pick up the odd statement

35 / 50

35. Offset angle taken in chain survey may be

36 / 50

36. In profile leveling, staff readings on two neighboring pegs 20m apart are 1.200 and 1.00, respectively. Therefore, the proposed road has a

37 / 50

37. In a closed traverse by included angles, the sum of measured interior angles should be equal to

38 / 50

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

39 / 50

39. In tacheometric survey, the method which provides easy reading of the staff is

40 / 50

40. The magnetic north is indicated by

41 / 50

41. Crosshairs in a surveying telescope are fitted

42 / 50

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

43 / 50

43. Magnetic declination

44 / 50

44. The observed reading on a leveling staff was 3.525 m. If the staff was 0.125m off from the original ground level, what should be the correct reading?

45 / 50

45. In the stadia method, if k is the multiplying factor, s is the staff intercept, c is the additive constant of the instrument, then the distance equation is given by the expression

46 / 50

46. The number of horizontal cross wires in a stadia diaphragm is

47 / 50

47. If the image formed by the objective of the telescope is not in the plane of crosshairs, it is called

48 / 50

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

49 / 50

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

50 / 50

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

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