Surveying
α and β are the angles subtended by a point of elevation h at their air station with respective plumb points. Photo scale and focal length of the lens being ‘S’ and ‘f’ respectively. Parallax displacement of the point due to relief, is

h (tan α - tan β)/S
h tan α/S
h tan β/S
h (tan α + tan β)/S

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Surveying
Transit rule of adjusting the consecutive coordinates of a traverse is used where

All of these
linear and angular measurements of the traverse are of equal accuracy
linear measurements are more accurate than angular measurements
angular measurements are more accurate than linear measurements

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