Surveying Online Test - Paper 2 » Smart Exam

Surveying Online Test – Paper 2

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

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Get New Questions in Each Attempt

  • Total Questions: 30
  • Time Allotted: 30 minutes
  • Passing Score: 50%
  • Randomization: Yes
  • Certificate: No
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  • 👍 All the best!

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1. The process of bringing the vertical circle to the right of the observer is called

2 / 30

2. When several contours coincide, it indicates

3 / 30

3. Pick up the odd statement

4 / 30

4. An example of a level surface is

5 / 30

5. The representation of general topography of a very flat terrain is possible only

6 / 30

6. Personal error in leveling occurs due to

7 / 30

7. If the temperature increases, the sensitivity of a bubble tube

8 / 30

8. The tie line is run through the survey to

9 / 30

9. A 20 cm theodolite means

10 / 30

10. Normal tension is that pull which

11 / 30

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

12 / 30

12. A transition curve introduced between the tangent and the circular curve should

13 / 30

13. The curvature and refraction corrections applied to staff readings respectively are

14 / 30

14. *Accuracy of 'fix' by two-point problem is

15 / 30

15. If the bearing of AB is N 30° W and the bearing of BC is N 40° E, then find the angle < ABC

16 / 30

16. 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

17 / 30

17. The sag correction is always

18 / 30

18. *The radius of curvature of the arc of the bubble tube is generally kept

19 / 30

19. The method most suitable for plotting in hilly areas is:

20 / 30

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

21 / 30

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

22 / 30

22. Azimuth (direct angles) is an angle measured in

23 / 30

23. For a tacheometer, the additive and multiplying constants are respectively

24 / 30

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

25 / 30

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

26 / 30

26. A leveling station is a point where:

27 / 30

27. The projection of a line on a plane parallel to the meridian is known as

28 / 30

28. In a prismatic compass,

29 / 30

29. The error eliminated by taking the mean of both face observations is

30 / 30

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

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