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Surveying

Surveying
At eastern elongation, the pole star moves

Eastward
Westward
Northward
Southward

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

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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

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

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Surveying
The following sights are taken on a “turning point”

foresight only
foresight and intermediate sight
foresight only
foresight and backsight

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Surveying
The parallax equation Δp = BmΔh/H - h is applicable to entire overlap of the photographs only if parallax is measured

Normal to base line
Both (A) and (B)
Parallel to base line
Neither (A) nor (B)

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Surveying
For adjusting a quadrilateral whose both the diagonals are observed, the equations of conditions involved, are

Two angle equations and two side equations
None of these
Three angle equations and one side equation
One angle equation and three side equations

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