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Surveying

Surveying
The principal plane contains

All of these
Iso-centre
Principal point
Nadir point

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Surveying
The difference of levels between two stations A and B is to be determined. For best results, the instrument station should be

closer to the higher station
as far as possible from the line AB
equidistant from A and B
closer to the lower station

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Surveying
A star is said to elongate

When the star momentarily moves vertically
When the star
When the angle at the star of the spherical triangle is 90°
All of these

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Surveying
If the reduced bearing of a line AB is N60°W and length is 100 m, then the latitude and departure respectively of the line AB will be

+50 m, -86.6 m
+86.6 m, -50 m
+50 m, +86.6 m
+70.7 m, -50 m

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Surveying
The difference of parallax for a given difference in elevation is independent of

Percentage of overlap
Overall size of the photo graphs
Focal length of the camera
All listed here

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Surveying
The maximum error in radial line assumption, is

h/H f² tan θ
h/H f cos θ
h/H f² sin θ
h/H f tan θ

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