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 lower station closer to the higher station equidistant from A and B as far as possible from the line AB closer to the lower station closer to the higher station equidistant from A and B as far as possible from the line AB ANSWER DOWNLOAD EXAMIANS APP
Surveying The maximum tolerance in a 20 m chain is ±3 mm ±5 mm ±2 mm ±8 mm ±3 mm ±5 mm ±2 mm ±8 mm ANSWER DOWNLOAD EXAMIANS APP
Surveying The negative sign is assigned to Reduction to mean sea level All listed here Correction for horizontal alignment Correction for slope Reduction to mean sea level All listed here Correction for horizontal alignment Correction for slope ANSWER DOWNLOAD EXAMIANS APP
Surveying To avoid large centering error with very short legs, observations are generally made To a target fixed on theodolite tripod on which theodolite may be fitted easily By using optical system for centering the theodolite All listed here To chain pins To a target fixed on theodolite tripod on which theodolite may be fitted easily By using optical system for centering the theodolite All listed here To chain pins ANSWER DOWNLOAD EXAMIANS APP
Surveying A lemniscate curve between the tangents will be transitional throughout if the polar deflection angle of its apex, is Δ/6 Δ/3 Δ/4 Δ/2 Δ/6 Δ/3 Δ/4 Δ/2 ANSWER DOWNLOAD EXAMIANS APP
Surveying International Date Line is located along Standard meridian Greenwich meridian 180° longitude Equator Standard meridian Greenwich meridian 180° longitude Equator ANSWER DOWNLOAD EXAMIANS APP
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