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Surveying

Surveying
At upper culmination, the pole star moves

Westward
Northward
Southward
Eastward

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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)²
fB/(H + h)
fB/(H - h)
fB/(H - h)²

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Surveying
23 cm × 23 cm photographs are taken from a flying height with a camera of focal length of 3600 m and 15.23 cm respectively. A parallax difference of 0.01 mm represents

1 m
4 m
2 m
3 m

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Surveying
The correction applied to the measured base of length ‘L’ is

All of these
Sag = L³w²/24P² where w is the weight of tape/m
Tension = (P - Ps)L/AE
Slope = (h²/2L) + (h⁴/8L³) where h is height difference of end supports

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Surveying
At eastern elongation, the pole star moves

Eastward
Westward
Southward
Northward

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Surveying
For accurate work, the steel band should always be used in preference to chain because the steel band

is easier to handle
is lighter than chain
is practically inextensible and is not liable to kinks when in use
can be easily repaired in the field

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MORE MCQ ON Surveying

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