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Surveying

Surveying
The correction for parallax, is

+ .8" sin α
- 8".8 cos α
- 8".8 cos α
+ 8".8 cos α

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Surveying
During chaining along a straight line, the . leader of the party has 4 arrows in his hand while the follower has 6. Distance of the follower from the starting point is

120 m
6 chains
4 chains
180m

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Surveying
The rate of change of parallax dp/dh with respect to change in h, may be expressed as

fB/(H - h)
fB/(H + h)²
fB/(H + h)
fB/(H - h)²

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Surveying
The chord of a curve less than peg interval, is known as

Short chord
Small chord
Sub-chord
Normal chord

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Surveying
The principal line is the line joining the principal point and

None of these
Perspective centre
Isocenter
Nadir

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

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

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