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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 scale used to measure and to set out the angles is

2 / 30

2. Area of triangle joining three corner points in comparison to the circle same three points:

3 / 30

3. When a chain line encounters a river:

4 / 30

4. In a closed traverse, the closing error should not be more than (where N is the no. of sides of the traverse)

5 / 30

5. In compass surveying

6 / 30

6. A chain is made up of mild steel or galvanized iron wire of diameter

7 / 30

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

8 / 30

8. Distomats is a type of

9 / 30

9. The most probable value of an observed quantity available from a given set of observations is the one for which the sum of the square of errors is a minimum. This statement is called

10 / 30

10. If W is the weight of the chain, L is the span, and P is the tension or pull, the sag correction for the chain will be

11 / 30

11. Choose the correct statement:

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12. *The correction for refraction is given by

13 / 30

13. The types of survey in which fieldwork and plotting proceed simultaneously are:

14 / 30

14. A 30 m long chain when tested should not show errors exceeding

15 / 30

15. 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

16 / 30

16. The accuracy of measurement in chain surveying does not depend upon

17 / 30

17. The orientation of the table is done by

18 / 30

18. A benchmark (BM) is a

19 / 30

19. Isogonic lines are

20 / 30

20. The method of tacheometry in which the observation is made with stadia wires with a variable interval is known as

21 / 30

21. For a line AB

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

23 / 30

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

24 / 30

24. Which one of the following may not be classified as personal error

25 / 30

25. The angular error of closure or summation error should not exceed (Where N is the number of stations or sides.)

26 / 30

26. The order of accuracy of the elevation of points obtained from a contour map is equal to

27 / 30

27. For any point on the surface with a given inclination, the contour gradient possible is

28 / 30

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

29 / 30

29. The image of the objectives formed should lie

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

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