Surveying Which of the following methods of theodolite traversing is suitable for locating the details which are far away from transit stations? Measuring angle and distance from one transit station Measuring angles to the point from at least two stations Measuring angle at one station and distance from other Measuring distance from two points on traverse line Measuring angle and distance from one transit station Measuring angles to the point from at least two stations Measuring angle at one station and distance from other Measuring distance from two points on traverse line ANSWER DOWNLOAD EXAMIANS APP
Surveying The maximum error in radial line assumption, is h/H f² sin θ h/H f cos θ h/H f² tan θ h/H f tan θ h/H f² sin θ h/H f cos θ h/H f² tan θ h/H f tan θ ANSWER DOWNLOAD EXAMIANS APP
Surveying Homologous point is Ground principal point Ground isocenter Photo principal point All listed here Ground principal point Ground isocenter Photo principal point All listed here ANSWER DOWNLOAD EXAMIANS APP
Surveying The line of collimation method of reduction of levels, does not provide a check on Back sights Reduced levels Intermediate sights Fore sights Back sights Reduced levels Intermediate sights Fore sights ANSWER DOWNLOAD EXAMIANS APP
Surveying In direct method of contouring, the process of locating or identifying points lying on a contour is called ranging vertical control horizontal control centring ranging vertical control horizontal control centring ANSWER DOWNLOAD EXAMIANS APP
Surveying G.M.T. corresponding to given mean time, equals L.M.T. - East longitude in time L.M.T. + East longitude in time None of these L.M.T. - West longitude in time L.M.T. - East longitude in time L.M.T. + East longitude in time None of these L.M.T. - West longitude in time ANSWER DOWNLOAD EXAMIANS APP
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