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

2 / 50

2. The reciprocal leveling eliminates

3 / 50

3. The survey stations set up during traversing with the compass should be such that

4 / 50

4. Contour lines of different elevations can unite to form one line only in the case of

5 / 50

5. To orient a plane table without two inaccessible points, the method generally adopted is:

6 / 50

6. 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

7 / 50

7. Azimuth and altitude of a star

8 / 50

8. An internal focusing type of telescope is focused by the movement of

9 / 50

9. In the case of a telescopic alidade, the adjustment done is

10 / 50

10. Intersection is preferred to radiation when:

11 / 50

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

12 / 50

12. *The instrument used to measure horizontal and vertical angle is

13 / 50

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

14 / 50

14. Resection is the method employed for:

15 / 50

15. The maximum permissible difference allowed while taking down the fore bearing and back bearing of a line is

16 / 50

16. The closing error is given by

17 / 50

17. Contour interval is proportional

18 / 50

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

19 / 50

19. Under Survey, "working from whole to part" is done

20 / 50

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

21 / 50

21. The absence of spherical aberration in a telescope is known as

22 / 50

22. The orientation of the table is done by

23 / 50

23. The difference between a level line and a horizontal line is that

24 / 50

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

25 / 50

25. The area of the earth's surface is taken into account only if the extent of the survey is more than

26 / 50

26. For a dumpy level in perfect adjustment, the horizontal cross hair should be in a plane

27 / 50

27. The length of an Engineer's chain is

28 / 50

28. Size of a theodolite is specified by

29 / 50

29. The true bearing of a line can be calculated as (Where the declination is to the east.)

30 / 50

30. The sensitivity of the bubble tube expressed in terms of the angular value of one division of the bubble is given by

31 / 50

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

32 / 50

32. The "point of tangency" of a simple circular curve is

33 / 50

33. In compass surveying

34 / 50

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

35 / 50

35. Compensator is used to make the line of sight perpendicular to the vertical axis in the case of

36 / 50

36. A discrepancy is the difference between

37 / 50

37. Open cross-staff is commonly used for setting out

38 / 50

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

39 / 50

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

40 / 50

40. The magnetic north is indicated by

41 / 50

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

42 / 50

42. The projection of a line on a plane perpendicular to the meridian is known as

43 / 50

43. In a closed traverse,

44 / 50

44. The image of the objectives formed should lie

45 / 50

45. Overturning of vehicles on a curve can be avoided by using

46 / 50

46. The needle is adjusted for

47 / 50

47. The types of survey in which fieldwork and plotting proceed simultaneously are:

48 / 50

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

49 / 50

49. The contour line can cross one another on a map only in the case of

50 / 50

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

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