Surveying The methods used for locating the plane table stations arei) radiationii) traversingiii) intersectioniv) resectionThe correct answer is (ii) and (iv) (i) and (ii) (iii) and (iv) (i) and (iii) (ii) and (iv) (i) and (ii) (iii) and (iv) (i) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Surveying If the image of a triangulation station of R.L. 500 m is 4 cm from the principal point of a vertical photo taken from an altitude of 2000 m, above datum, the height displacement will be 4 mm 6 mm 10 mm 2 mm 4 mm 6 mm 10 mm 2 mm ANSWER DOWNLOAD EXAMIANS APP
Surveying Refraction correction has no effect on curvature correction completely eliminates curvature correction partially eliminates curvature correction adds to the curvature correction has no effect on curvature correction completely eliminates curvature correction partially eliminates curvature correction adds to the curvature correction ANSWER DOWNLOAD EXAMIANS APP
Surveying If the horizontal distance between the staff point and the point of observation is d, then the error due to curvature of earth is proportional to 1/d2 d d2 1/d 1/d2 d d2 1/d ANSWER DOWNLOAD EXAMIANS APP
Surveying The negative sign is assigned to Correction for slope All listed here Correction for horizontal alignment Reduction to mean sea level Correction for slope All listed here Correction for horizontal alignment Reduction to mean sea level ANSWER DOWNLOAD EXAMIANS APP
Surveying Triangulation surveys are carried out for locating All of these Engineering works, i.e. terminal points of long tunnels, bridge abutments, etc. Control points for surveys of large areas Control points for photogrammetric surveys All of these Engineering works, i.e. terminal points of long tunnels, bridge abutments, etc. Control points for surveys of large areas Control points for photogrammetric surveys ANSWER DOWNLOAD EXAMIANS APP