Airport Engineering For supersonic transport aircraft, the minimum turning radius of taxiway is 120 m 240 m 180 m 60 m 120 m 240 m 180 m 60 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Total correction for elevation, temperature and gradient for a runway should not be more than 0.35 0.25 0.15 0.2 0.35 0.25 0.15 0.2 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering In instrument landing system Localizer and L.M.M. are installed on one side and L.O.M. on the other side L.O.M. and L.M.M. are installed on one side and Localizer antenna on the other side None of these L.O.M. and Localizer are installed on one side and L.M.M. on the other side Localizer and L.M.M. are installed on one side and L.O.M. on the other side L.O.M. and L.M.M. are installed on one side and Localizer antenna on the other side None of these L.O.M. and Localizer are installed on one side and L.M.M. on the other side ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per ICAO recommendation, the rate of change of longitudinal gradient per 30 m length of vertical curve for A and B type of airports is limited to a maximum of 0.004 0.001 0.002 0.003 0.004 0.001 0.002 0.003 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The coordinates of the ends of a runway are (5000, 5000) and (8000, 7000). The co-ordinates of another runway are (4600, 5100) and (7000, 5300). The co-ordinates of the A.R.P. are (5800, 5200) (8000, 7000) (61500, 5600) (6500, 6000) (5800, 5200) (8000, 7000) (61500, 5600) (6500, 6000) ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The reduced level of the proposed site of an air port is 2500 m above M.S.L. If the recommended length by I.C.A.O. for the runway at sea level is 2500 m, the required length of the runway is 2500 m 3000 m 3725 m 3250 m 2500 m 3000 m 3725 m 3250 m ANSWER DOWNLOAD EXAMIANS APP
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