Surveying The correction for parallax, is + .8" sin α + 8".8 cos α - 8".8 cos α - 8".8 cos α + .8" sin α + 8".8 cos α - 8".8 cos α - 8".8 cos α ANSWER DOWNLOAD EXAMIANS APP
Surveying If the focal length of the object glass is 25 cm and the distance from object glass to the trunnion axis is 15 cm, the additive constant is 0.4 0.1 0.6 1.33 0.4 0.1 0.6 1.33 ANSWER DOWNLOAD EXAMIANS APP
Surveying For a tacheometer the additive and multi-plying constants are respectively 100 and 0 0 and 0 100 and 100 0 and 100 100 and 0 0 and 0 100 and 100 0 and 100 ANSWER DOWNLOAD EXAMIANS APP
Surveying Different grades are joined together by a Compound curve Transition curve Vertical curve Reverse curve Compound curve Transition curve Vertical curve Reverse curve ANSWER DOWNLOAD EXAMIANS APP
Surveying If the general ground level of any area is 10% of the flying height, the principal points may be used as the centers of radial directions for small scale mapping even in tilted photograph up to 4° 3° 1° 2° 4° 3° 1° 2° ANSWER DOWNLOAD EXAMIANS APP
Surveying Which of the following errors can be neutralised by setting the level midway between the two stations ? error due to both curvature and re-fraction None of these error due to refraction only error due to curvature only error due to both curvature and re-fraction None of these error due to refraction only error due to curvature only ANSWER DOWNLOAD EXAMIANS APP
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