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Surveying

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

1000 km
500 km
600 km
800 km

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

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

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Surveying
The foot of the perpendicular on the picture plane through the optical centre of the camera lens, is known as

Principal point
Isocenter
Perspective centre
Plumb line

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Surveying
The correction for sag is

always additive
sometimes additive and sometimes subtractive
always subtractive
always zero

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Surveying
The longitudes of two places at latitude 60° N are 93° E and 97° W. Their departure is

120 nautical miles
5700 nautical miles
500 nautical miles
5100 nautical miles

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Surveying
The normal longitudinal overlap is generally kept

0.7
0.5
0.75
0.6

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