Surveying Transit rule of adjusting the consecutive coordinates of a traverse is used where linear and angular measurements of the traverse are of equal accuracy All of these linear measurements are more accurate than angular measurements angular measurements are more accurate than linear measurements linear and angular measurements of the traverse are of equal accuracy All of these linear measurements are more accurate than angular measurements angular measurements are more accurate than linear measurements ANSWER DOWNLOAD EXAMIANS APP
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)² fB/(H - h) fB/(H + h) fB/(H + h)² fB/(H - h)² fB/(H - h) ANSWER DOWNLOAD EXAMIANS APP
Surveying In an internal focussing type of telescope, the lens provided is plano-convex plano-concave convex concave plano-convex plano-concave convex concave ANSWER DOWNLOAD EXAMIANS APP
Surveying The main object of the astronomer to obtain All of these Astronomical bearing Astronomical latitude Astronomical longitude All of these Astronomical bearing Astronomical latitude Astronomical longitude ANSWER DOWNLOAD EXAMIANS APP
Surveying The difference of levels between two stations A and B is to be determined. For best results, the instrument station should be closer to the higher station closer to the lower station as far as possible from the line AB equidistant from A and B closer to the higher station closer to the lower station as far as possible from the line AB equidistant from A and B ANSWER DOWNLOAD EXAMIANS APP
Surveying The difference of height of two points whose parallax difference is 0.8 mm on a pair of stereo pair taken from a height ‘H’ is 100 m. If mean photo base is 95.2 mm, the flying height is 12,000 m 14,000 m 10,000 m 8,000 m 12,000 m 14,000 m 10,000 m 8,000 m ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS