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 equidistant from A and B as far as possible from the line AB closer to the higher station closer to the lower station equidistant from A and B as far as possible from the line AB ANSWER DOWNLOAD EXAMIANS APP
Surveying The permissible error in chaining for measurement with chain on rough or hilly ground is 1 in 250 1 in 500 1 in 1000 1 in 100 1 in 250 1 in 500 1 in 1000 1 in 100 ANSWER DOWNLOAD EXAMIANS APP
Surveying Assuming human normal vision distance 25 cm, smallest measurable angle 20", and intraocular distance 6.5 cm, the smallest depth to be discerned is 1.1 mm 0.5 mm 0.1 mm 1.00 mm 1.1 mm 0.5 mm 0.1 mm 1.00 mm ANSWER DOWNLOAD EXAMIANS APP
Surveying The average eye base is assumed as 60 mm 58 mm 62 mm 64 mm 60 mm 58 mm 62 mm 64 mm ANSWER DOWNLOAD EXAMIANS APP
Surveying In an internal focussing type of telescope, the lens provided is concave plano-convex plano-concave convex concave plano-convex plano-concave convex ANSWER DOWNLOAD EXAMIANS APP
Surveying Transit rule of adjusting the consecutive coordinates of a traverse is used where angular measurements are more accurate than linear measurements All of these linear measurements are more accurate than angular measurements linear and angular measurements of the traverse are of equal accuracy angular measurements are more accurate than linear measurements All of these linear measurements are more accurate than angular measurements linear and angular measurements of the traverse are of equal accuracy ANSWER DOWNLOAD EXAMIANS APP
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