Surveying
If the image of a triangulation station of R.L. 500 m is 4 cm from the principal point of a vertical photo taken from an altitude of 2000 m, above datum, the height displacement will be

6 mm
4 mm
2 mm
10 mm

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Surveying
The error due to eccentricity of inner and outer axes can be eliminated by

reading both verniers and taking the mean of the two
double sighting
taking both face observations and taking the mean of the two
taking mean of several readings distributed over different portions of the graduated circle

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