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. 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)

2 / 50

2. Find the length of curve if the radius of the curve is 50 m, and the angle of deflection is 60°

3 / 50

3. The height of instrument method is

4 / 50

4. It is more difficult to obtain good results while measuring the horizontal distance by the stepping method

5 / 50

5. Theodolite is an instrument used for measuring

6 / 50

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

7 / 50

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

8 / 50

8. If the formation level is less than the ground level, the difference between them at any point will give the

9 / 50

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

10 / 50

10. The strength of the fix of a plane table is:

11 / 50

11. When the whole circle bearing of two lines AB and AC are 115° and 41° respectively, then the included angle BAC will be:

12 / 50

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

13 / 50

13. The whole circle bearing 338°42" converted into quadrantal form is given as

14 / 50

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

15 / 50

15. A Cadastral Map is a map having

16 / 50

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

17 / 50

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

18 / 50

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

19 / 50

19. The rise and fall method of leveling provides a complete check on

20 / 50

20. The multiplying constant of a tacheometer is

21 / 50

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

22 / 50

22. If the sights are vertical

23 / 50

23. The rise and fall method

24 / 50

24. The principle of surveying to prevent the accumulation of errors is

25 / 50

25. Chainage is the distance measured

26 / 50

26. If the observed reading of a level staff is 3.83m, and at the point sighted the staff is 0.15m off from the vertical through the bottom, the correct reading will be

27 / 50

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

28 / 50

28. If the level tube is out of adjustment by an angle e, when the telescope is rotated through 180°, it becomes

29 / 50

29. In a tacheometer provided with an anallatic lens, the distance between the object glass and the vertical axis is 15 cm. The focal length of the objective is 15 cm, and that of the anallatic lens is 10 cm. Hence, the distance between the two lenses is

30 / 50

30. Theodolite traverse is plotted more accurately by

31 / 50

31. The important points selected at the ends of the chain lines to command the boundaries of the survey are known as

32 / 50

32. When several contours coincide, it indicates

33 / 50

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

34 / 50

34. A poor fix of the table is:

35 / 50

35. Local attraction in compass surveying may be due to

36 / 50

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

37 / 50

37. Metallic tapes are made of

38 / 50

38. An imaginary line lying through the surface of the ground, having a constant inclination to the horizontal, is known as

39 / 50

39. Pick up the odd statement

40 / 50

40. Crosshairs in a surveying telescope are fitted

41 / 50

41. The surface perpendicular to the direction of gravity is

42 / 50

42. The magnetic north is indicated by

43 / 50

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

44 / 50

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

45 / 50

45. The process of turning the telescope about the vertical axis in a horizontal plane is known as

46 / 50

46. 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

47 / 50

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

48 / 50

48. 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?

49 / 50

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

50 / 50

50. The graduations in a prismatic compass are

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