Surveying Online Test - Paper 2 » Smart Exam
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Surveying Online Test – Paper 2

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

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  • Total Questions: 30
  • Time Allotted: 30 minutes
  • Passing Score: 50%
  • Randomization: Yes
  • Certificate: No
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1. The magnification of a telescope lens depends upon

2 / 30

2. Closed contours with higher value inside represent a

3 / 30

3. Two contour lines, having the same elevation

4 / 30

4. Positive error is caused if

5 / 30

5. The types of survey used to fix property lines are

6 / 30

6. A chain 33 feet long and consisting of 16 links each 2(1/16) feet long is

7 / 30

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

8 / 30

8. A discrepancy is the difference between

9 / 30

9. The angle subtended by the long chord of a simple curve at its center is equal to

10 / 30

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

11 / 30

11. The function of the leveling head is

12 / 30

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

13 / 30

13. The surface perpendicular to the direction of gravity is

14 / 30

14. Handles of chains are made of

15 / 30

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

16 / 30

16. The height of instrument method is

17 / 30

17. Find the length of curve if radius of curve

18 / 30

18. The spacing of crosshairs in a stadia diaphragm of a tacheometer is 1.5mm, and the focal length of the objective glass is 30cm, the multiplying constant of the tacheometer is

19 / 30

19. *The observed reading on a leveling staff was 3.545 m. If the staff was 0.150m off from the original ground level, what should be the correct reading?

20 / 30

20. Intersection is preferred to radiation when:

21 / 30

21. The upper plate

22 / 30

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

23 / 30

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

24 / 30

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

25 / 30

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

26 / 30

26. Height of instrument method of leveling, as compared to the rise and fall method, is

27 / 30

27. 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

28 / 30

28. Angular surveying in which both the horizontal and vertical positions of a point are obtained by optical means is known as

29 / 30

29. A bearing noted N45° E represents

30 / 30

30. 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

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