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Surveying

Surveying
In an internal focussing type of telescope, the lens provided is

convex
plano-convex
plano-concave
concave

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Surveying
For a tacheometer the additive and multi-plying constants are respectively

0 and 100
100 and 0
100 and 100
0 and 0

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Surveying
To obtain photographs of an area of 1000 m average elevation, on scale 1 : 30,000, with a camera of 30 cm focal length, the flying height is

7000 m
6000 m
5000 m
4000 m

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

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Surveying
According to Napier's Rules of circular parts for a right angled triangle, sine of middle part equals the product of

Sines of two adjacent parts
Cosines of two adjacent parts
Tangents of two adjacent parts
Both (A) and (B) above

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Surveying
Homologous point is

Ground isocenter
Ground principal point
All listed here
Photo principal point

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MORE MCQ ON Surveying

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