Which of the following cannot be done with the help of theodolite in surveying? Options: A . &nbspEstablishing grades B . &nbspDetermining the difference in elevation C . &nbspSetting out curves D . &nbspDetermining the area of ground

Which of the following cannot be done with the help of theodolite in surveying?

Question

Which of the following cannot be done with the help of theodolite in surveying?

Options:

A . Establishing grades

B . Determining the difference in elevation

C . Setting out curves

D . Determining the area of ground

Answer: Option D
Answer: (d).Determining the area of ground

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Question 1. A non-transit theodolite is one in which the line of sight can be reversed by resolving the telescope through 180° ....by resolving the telescope through 180° in a vertical plane.

Question 2. Closing error can be briefly explained in which of the following set of methods?....

Question 3. Departure refers to __________....

Question 4. What would be the correction for any side of a traverse in axis method if it has a closing error e = 0.93, length of sid....of side and axis would be 243.13 and 100 respectively?

Question 5. For a traverse containing 10 sides, what would be the correction applied for the first side, if it consists a closing er....first side, if it consists a closing error of +1.92?

Question 6. Which of the following indicates the correct value of precise closing error if e = 0.54 and lengths of sides are 92.69 m....m, 119.23 m, 92.64 m, 42.96 m and 60.96 m.

Question 7. When measured towards southward, latitude is negative.....

Question 8. Consecutive co-ordinates are also known as __________....

Question 9. Latitude and Departure equations will never return positive values.....

Question 10. For calculating latitude and departure they must be converted into__________....

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