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Surveying

Surveying
If α is the observed altitude, the refraction correction in seconds, is

58 cos α
58" cot α
58 sin α
58" tan α

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Surveying
The correction applied to the measured base of length ‘L’ is

Slope = (h²/2L) + (h⁴/8L³) where h is height difference of end supports
Tension = (P - Ps)L/AE
Sag = L³w²/24P² where w is the weight of tape/m
All of these

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Surveying
The principal plane contains

Nadir point
Principal point
All of these
Iso-centre

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Surveying
Polaris is usually observed for the determination of the latitude when it is

Neither at culmination nor at elongation
At elongation
At culmination
Either at culmination or at elongation

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Surveying
Cross staff is an instrument used for

measuring bearings of the lines
measuring approximate horizontal angles
setting out right angles
None of these

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Surveying
The latitude (λ) of a place and the altitude (α) of the pole are related by

λ = α
λ = 90° - α
λ = 180° - α
λ = α - 90°

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