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Surveying

Surveying
Rotation of the camera at exposure about horizontal axis normal to the line of flight, is known as

None of these
Swing
Tip
Tilt

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Surveying
In the double application of principle of reversion, the apparent error is

equal to true error
half the true error
four times the true error
two times the true error

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Surveying
The altitudes of a circumpolar star at culminations are 70° and 10°, both culminations being north of zenith. The latitude of the place, is

40°
70°
80°
60°

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Surveying
In the quadrantal bearing system, a whole circle bearing of 293° 30′ can be expressed as

N66°30’W
W23°30’N
N23°30’W
S113°30’N

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Surveying
The time interval between successive transits of the moon, is

24 hours 50 minutes
24 hours 10 minutes
20 hours 25 minutes
23 hours 50 minutes

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Surveying
The displacement of the pictured position of a point of h elevation on a vertical photograph taken with a camera of 30 cm focal length, from an altitude of 3000 m, is

7.5 mm
4.4 mm
5.5 mm
6.5 mm

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