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

2 / 50

2. Ranging is the process of

3 / 50

3. 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

4 / 50

4. The benchmark of a station A is 500 m, and the back sight reading at the point A is 2 m & foresight reading of station B is 3 m. Find the RL of station B

5 / 50

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

6 / 50

6. 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?

7 / 50

7. The levelling head of a transit theodolite consists of

8 / 50

8. The Q.B of the lines are given by...., ...., & ..... If W.C.B. of the lines are 0°, 135°, 270° respectively

9 / 50

9. Choose the correct statement:

10 / 50

10. An offset scale always has the zero mark at

11 / 50

11. 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

12 / 50

12. The effect of local attraction is observed in

13 / 50

13. The place where the reading is taken is known as

14 / 50

14. If the intercept on the vertical staff is observed as 1.5mm from a tacheometer, the horizontal distance between the tacheometer and staff station is

15 / 50

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

16 / 50

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

17 / 50

17. The maximum angular error in laying the direction is 3°; if this maximum displacement of the point on paper is the same for both sources of error, the accuracy in the offset measurement will be

18 / 50

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

19 / 50

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

20 / 50

20. The upper plate

21 / 50

21. The fix of the table is good when:

22 / 50

22. The graduations in a prismatic compass are

23 / 50

23. A building is an obstacle to

24 / 50

24. 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

25 / 50

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

26 / 50

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

27 / 50

27. The telescope is said to be normal when the

28 / 50

28. Tacheometry is adopted where

29 / 50

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

30 / 50

30. Tellurometer uses

31 / 50

31. Find the contour interval for the map, 1: 25000 in IS & FPS

32 / 50

32. The dip of the needle

33 / 50

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

34 / 50

34. *Total station is

35 / 50

35. The number of links in a 30 m metric chain is

36 / 50

36. Direct distance measurement method is more suitable to measure in

37 / 50

37. When several contours coincide, it indicates

38 / 50

38. Which one is wrong?

39 / 50

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

40 / 50

40. When the following scale is the smallest one

41 / 50

41. A series of straight, parallel, and widely spaced contours on a map represent a

42 / 50

42. Parallax may be eliminated by

43 / 50

43. Instrumental error in leveling is an error due to

44 / 50

44. The three-point problem is concerned with:

45 / 50

45. Natural error in leveling is caused due to

46 / 50

46. The contour lines merge or cross one another on the map in the case of

47 / 50

47. The magnetic north is indicated by

48 / 50

48. Distomats is a type of

49 / 50

49. The inclination of the needle to the horizontal towards the pole is called

50 / 50

50. The optical square is based on the principle of

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