Surveying Online Test - Paper 3 » Winning Questions
GKaim: Measure. Improve. Achieve.

Surveying Online Test – Paper 3

0%
Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

This is a FREE online test. Beware of scammers who ask for money to attend this test.

Get fresh, new questions in each attempt.

  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
  • Do not refresh the page!
  • 👍 All the best!

1 / 50

1. If the magnetic bearing of a line is 65° and the true bearing 45°, then the magnetic declination is

2 / 50

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

3 / 50

3. 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)

4 / 50

4. A traverse survey can be plotted

5 / 50

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

6 / 50

6. A diagonal eyepiece is provided with a

7 / 50

7. Angle of 45° with the chain line may be set out with

8 / 50

8. Different grades are joined together by a

9 / 50

9. In leveling, the station where the back sight and foresight readings are taken is known as

10 / 50

10. A traverse deflection angle is

11 / 50

11. During leveling staff readings are taken 1.0, 0.8 & 0.6 from consecutive horizontal crosshairs, the staff intercept should be

12 / 50

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

13 / 50

13. The size of the plane table is:

14 / 50

14. Automatic level has advantages of

15 / 50

15. A 20 cm theodolite means

16 / 50

16. Axis method of traverse correction is used when

17 / 50

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

18 / 50

18. Local attraction at a place may be due to

19 / 50

19. Secular variation is an important factor because

20 / 50

20. Crosshairs in a surveying telescope are fitted

21 / 50

21. The angle that can be set by a French cross-staff is

22 / 50

22. The optical square is based on the principle of

23 / 50

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

24 / 50

24. A river is an obstacle to

25 / 50

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

26 / 50

26. When the angular and linear measurements are equally precise in traversing, the balancing of the traverse is done by:

27 / 50

27. Indirect ranging method is adopted when two points of the chain line are:

28 / 50

28. Any arbitrarily assumed level line from which vertical distances are measured is known as

29 / 50

29. The main difference between theodolite and level is:

30 / 50

30. The sag correction is always

31 / 50

31. If the magnetic bearing of the sun at noon at a place in the southern hemisphere is 150°, the magnetic declination at that place is

32 / 50

32. The Bench Mark of a point is 400m. Backsight reading at the benchmark is 2.20, and the foresight reading of point A is 2.10. Find the RL of point A

33 / 50

33. Metallic tapes are made of

34 / 50

34. Normal tension is that pull which

35 / 50

35. The imaginary line passing through the intersection of crosshairs and the optical center of the object is known as:

36 / 50

36. Contours are used to determine

37 / 50

37. *Due to the curvature of the earth, objects look

38 / 50

38. The function of the leveling head is

39 / 50

39. Leveling across a river is done by

40 / 50

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

41 / 50

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

42 / 50

42. Plane table surveying is a graphical method of surveying in which:

43 / 50

43. Personal error in leveling occurs due to

44 / 50

44. Invar tapes are made of an alloy of

45 / 50

45. 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

46 / 50

46. The permissible limits of error in chaining for measurement on rough or hilly ground are

47 / 50

47. The orientation of the table is done by

48 / 50

48. If a chain is found too short on testing, it can be adjusted by

49 / 50

49. Prolongation of a chain line across an obstruction in chain surveying is done by

50 / 50

50. The errors due to bad ranging are

Please provide accurate information so we can send your Achievement Certificate by mail.

Your score is

Share your achievement!

LinkedIn Facebook
0%

Please provide your feedback.

Thank you for your valuable feedback.

Subscribe
Notify of
guest
0 Comments
Scroll to Top