0.1 mm
0.5 mm
1.00 mm
1.1 mm
A. 0.1 mm
A great circle passing through the place and the poles
A great circle whose plane is perpendicular to the axis of rotation and it also passes through the place
A semi-circle which passes through the place and is terminated at the poles
An arc of the great circle which passes through the place and is perpendicular to the equator
H. f
H/f
f/H
H + f
March 21 to June 21
June 21 to September 21
September 21 to December 21
Both (a) and (b) of above
Sidereal time at any instant is equal to the hour angle of the first point of Aries
Local sidereal time of any place is equal to the right ascension of its meridian
Sidereal time is equal to the right ascension of a star at its upper transit
All the above
Do not follow any definite mathematical law
Cannot be removed by applying corrections to the observed values
Are generally small
All the above
Ground elevation
Flying height
Length of air base
All the above
Astronomical latitude
Astronomical co-latitude
Co-declination of star
Declination of star
cos δ/cos λ
cos (90° - δ)/cos (90° - λ)
sin (90° - δ)/sin (90° - λ)
tan (90° + δ)/tan (90° + λ)
0.01 second
0.001 second
0.0001 second
None of these
Sun and moon are in line with earth
Solar tidal force acts opposite to lunar tidal force
Solar tidal force and lunar tidal force both coincide
None of these
4.4 mm
5.5 mm
6.5 mm
7.5 mm
θ = z + δ
θ = δ - z
θ = 180° - (z + δ)
θ = (z + δ) - 180°
At east elongation
At upper culmination
At west elongation
At lower culmination
Correction for refraction is always negative
Correction for parallax is always positive
Correction for semi-diameter is always negative
Correction for dip is always negative
Swing
Tilt
Tip
None of these
sin H = tan φ . cot δ
cos H = tan φ . cot δ
tan H = tan φ . cot δ
None of these
The sum of the angles around a station should be 360°
The sum of the three angles of a plane triangle should be 180°
The sum of the eight angles of a braced quadrilateral should be 360°
All the above
Co-declination
Co-altitude
Co-latitude
Polar distance
Ground principal point
Ground plumb point
Iso-centre
Perspective centre
cos H = tan λ/tan δ
sin α = sin λ/sin δ
sin A = cos δ/cos λ
All the above
sin α = sin φ cosec δ
sin α = sin φ sec δ
sin α = cos φ sec δ
sin α = cos φ cosec δ
Co-declination
Co-latitude
Declination
Latitude
Meridian
Vertical circle
Prime vertical
None of these
Parallel to the principal line
Perpendicular to the principal line
Along the bisector of the angle between the principal line and a perpendicular line through principal plane
None of these
1/3
1/2
3/4
5/4
Altitude and azimuth system
Declination and hour angle system
Declination and right ascension system
Declination and altitude system
The horizontal direction of the pole is called astronomical north
The angle between the direction of true north and the direction of a survey line is called astronomical bearing
The astronomical bearing is generally called azimuth
All the above
5100 nautical miles
5700 nautical miles
120 nautical miles
500 nautical miles
Westward from the first point of Libra
Eastward from the first point of Aeries
Westward from the first point of Aeries
Eastward from the first point of Libra
λ = α
λ = 90° - α
λ = α - 90°
λ = 180° - α