Hour angle
Azimuth
Right ascension
Declination
High oblique
Low oblique
Vertical
None of these
B = bH/f
B =f/bH
B = b/fH
B = H/bf
March 21
June 21
September 21
December 22
Nadir
Isocenter
Perspective centre
None of these
Isocenter
Plumb point
Principal point
None of these
Optical projection
Optical mechanism projection
Mechanical projection
All the above
Co-declination
Co-altitude
Co-latitude
Polar distance
One less than mean solar days
One more than mean solar days
Equal to mean solar days
None of these
Zenith
Celestial point
Nadir
Pole
24 %
36 %
40 %
60 %
22° 30'
23° 27'
23° 30'
24° 0'
cos δ/cos λ
cos (90° - δ)/cos (90° - λ)
sin (90° - δ)/sin (90° - λ)
tan (90° + δ)/tan (90° + λ)
Control points for surveys of large areas
Control points for photogrammetric surveys
Engineering works, i.e. terminal points of long tunnels, bridge abutments, etc.
All the above
The principal point coincides with plumb point on a true vertical photograph
The top of a hill appears on a truly vertical photograph at greater distance than its bottom from the principal point
The top of a hill is represented on a vertical photograph at larger scale than the area of a nearby valley
All the above
High oblique
Low oblique
Vertical
None of these
Latitudes north of the equator are taken as positive
Latitudes south of the equator are taken as negative
Longitudes east of Greenwich are taken as negative
Longitudes west of Greenwich are taken as positive
Focal length of the camera
Overall size of the photo graphs
Percentage of overlap
All the above
Mean sun
True sun
Vernal equinox
All the above
h/H f tan θ
h/H f² tan θ
h/H f² sin θ
h/H f cos θ
1 minute of latitude
1 minute of longitude
1 degree of latitude
1 degree of longitude
Rotate round the North Pole
Rotate round the celestial pole
Remain always above the horizon
Are seldom seen near the pole star
Once
Twice
Thrice
Four times
Equator
Celestial equator
Ecliptic
None of these
Isocenter
Principal point
Perspective centre
Plumb line
Photo principal point
Ground principal point
Ground isocenter
All the above
80°
70°
60°
40°
Eastward
Westward
Northward
Southward
By subtracting their longitudes if places are in the same hemisphere
By adding their longitudes if places are in the different hemispheres
By subtracting the sum of their longitudes exceeding 180° from 360° if places are in different hemispheres
All the above
Tension = (P - Ps)L/AE
Sag = L3w²/24P² where w is the weight of tape/m
Slope = (h²/2L) + (h4/8L3) where h is height difference of end supports
All the above