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 field is measured with a 1.0 percent too-long chain is found to be 10,000 acres. The corrected area of the field will be

2 / 50

2. If the needle of the compass is sluggish the type of error will be

3 / 50

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

4 / 50

4. 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

5 / 50

5. The orientation of the table is done by

6 / 50

6. Magnetic declination

7 / 50

7. An anallatic lens is provided in a tacheometer to measure the horizontal distance.

8 / 50

8. Geodetic survey is different from plane surveying because of

9 / 50

9. Short offsets are measured with

10 / 50

10. The reciprocal leveling eliminates

11 / 50

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

12 / 50

12. Horizontal equivalent of a uniform slope must be

13 / 50

13. 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

14 / 50

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

15 / 50

15. The designation of scale recommended by IS: 1491-1959 is

16 / 50

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

17 / 50

17. If S is the value of one smallest division on the main scale, v is the value of one smallest division on the vernier, and n is the number of divisions on the vernier, then the least count is given by

18 / 50

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

19 / 50

19. *The two-peg method is used to check the parallelism between the

20 / 50

20. Which of the following instruments is generally used for baseline measurements?

21 / 50

21. During chaining along a straight line, the leader of the survey party has three arrows, and while the follower has five arrows. The distance of the follower from the starting point will be

22 / 50

22. Bench marks are fixed by

23 / 50

23. The method of offset laying involving minimum measurement on the ground is

24 / 50

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

25 / 50

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

26 / 50

26. The main difference between theodolite and level is:

27 / 50

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

28 / 50

28. The Philadelphia rod is a type of

29 / 50

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

30 / 50

30. In a survey, it was recorded that Σrise = 0, then

31 / 50

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

32 / 50

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

33 / 50

33. If the sum of northing of a traverse exceeds the sum of southing by 2m and the sum of easting exceeds the sum of westing by 2m, the resulting closing error will be

34 / 50

34. Subtense bar is an instrument used for the measurement of horizontal distance in

35 / 50

35. Height of the instrument is equal to:

36 / 50

36. The graduations in a prismatic compass are

37 / 50

37. Which one is the simplest survey?

38 / 50

38. 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

39 / 50

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

40 / 50

40. Level surface is parallel to

41 / 50

41. The sag correction is always

42 / 50

42. Orientation is the operation of keeping the table at successive stations such that:

43 / 50

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

44 / 50

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

45 / 50

45. Metallic tapes are made of

46 / 50

46. In the scale of a map is 1:25000, what does it mean:

47 / 50

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

48 / 50

48. The difference between the most probable value of a quantity and its observed value is

49 / 50

49. When a chain line encounters a river:

50 / 50

50. Contour lines look to cross each other in the case of

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