Surveying The station where observations are not made, but the angles at the station are used in triangulation series, is known as Satellite station Main station Pivot station Subsidiary station Satellite station Main station Pivot station Subsidiary station ANSWER DOWNLOAD EXAMIANS APP
Surveying The negative sign is assigned to All listed here Correction for slope Correction for horizontal alignment Reduction to mean sea level All listed here Correction for slope Correction for horizontal alignment Reduction to mean sea level ANSWER DOWNLOAD EXAMIANS APP
Surveying Homologous points are Plumb points of stereo pair of photographs Opposite corners of a photograph Nodal points of the camera lens Corresponding points on the ground and photograph Plumb points of stereo pair of photographs Opposite corners of a photograph Nodal points of the camera lens Corresponding points on the ground and photograph 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 as far as possible from the line AB closer to the higher station equidistant from A and B closer to the lower station as far as possible from the line AB closer to the higher station equidistant from A and B closer to the lower station ANSWER DOWNLOAD EXAMIANS APP
Surveying If the intercept on a vertical staff is ob-served as 0.75 m from a tacheometer, the horizontal distance between tacheometer and staff station is 25 m 50 m 7.5 m 75 m 25 m 50 m 7.5 m 75 m ANSWER DOWNLOAD EXAMIANS APP
Surveying The distance between the minor control point and the principal point should be equal to Sum of the base lines of stereo pair Base line of the left photograph of stereo pair Base line of the right photograph of stereo pair Mean of the base lines of the stereo pair Sum of the base lines of stereo pair Base line of the left photograph of stereo pair Base line of the right photograph of stereo pair Mean of the base lines of the stereo pair ANSWER DOWNLOAD EXAMIANS APP
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