Surveying In the quadrantal bearing system, a whole circle bearing of 293° 30′ can be expressed as N23°30’W S113°30’N W23°30’N N66°30’W N23°30’W S113°30’N W23°30’N N66°30’W ANSWER DOWNLOAD EXAMIANS APP
Surveying The error due to eccentricity of inner and outer axes can be eliminated by taking mean of several readings distributed over different portions of the graduated circle double sighting reading both verniers and taking the mean of the two taking both face observations and taking the mean of the two taking mean of several readings distributed over different portions of the graduated circle double sighting reading both verniers and taking the mean of the two taking both face observations and taking the mean of the two ANSWER DOWNLOAD EXAMIANS APP
Surveying Bowditch rule is applied to None of these a closed traverse for adjustment of closing error determine the effect of local attraction an open traverse for graphical adjustment None of these a closed traverse for adjustment of closing error determine the effect of local attraction an open traverse for graphical adjustment ANSWER DOWNLOAD EXAMIANS APP
Surveying The orthogonal projection of the perspective centre on a tilted photograph, is called Isocenter Plumb point Principal point Nadir Isocenter Plumb point Principal point Nadir ANSWER DOWNLOAD EXAMIANS APP
Surveying The principal plane contains Principal point Iso-centre Nadir point All of these Principal point Iso-centre Nadir point All of these 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 8,000 m 14,000 m 10,000 m 12,000 m 8,000 m 14,000 m 10,000 m ANSWER DOWNLOAD EXAMIANS APP
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