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Surveying

Surveying
If the equatorial distance between two meridians is 100 km, their distance at 60° latitude will be

800 km
600 km
1000 km
500 km

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

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Surveying
The line of collimation method of reduction of levels, does not provide a check on

Reduced levels
Intermediate sights
Back sights
Fore sights

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Surveying
If in a closed traverse, the sum of the north latitudes is more than the sum of the south latitudes and also the sum of west departures is more than the sum of the east departures, the bearing of the closing line is in the

SW quadrant
SE quadrant
NE quadrant
NW quadrant

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

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

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Surveying
At lower culmination, the pole star moves

Southward
Northward
Westward
Eastward

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MORE MCQ ON Surveying

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