Airport Engineering The runway orientation is made so that landing and takeoff are None of these Against the wind direction Perpendicular to wind direction Along the wind direction None of these Against the wind direction Perpendicular to wind direction Along the wind direction ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The width and interval of transverse centre line bars along the extended centre line of runway, in approach lighting system are 4.2 m and 30 m 4.2 m and 50 m 3 m and 45 m 3 m and 30 m 4.2 m and 30 m 4.2 m and 50 m 3 m and 45 m 3 m and 30 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Improper compaction of sub-grade All listed here Punching effect Impact of heavy wheel loads Improper compaction of sub-grade All listed here Punching effect Impact of heavy wheel loads ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering A gradient of + 0.08% is followed by a gradient of - 0.07%. If the permissible rate of change of grade is 0.003 per 30 meters, the length of the transition curve, is 150 m 160 m 175 m 140 m 150 m 160 m 175 m 140 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are Zero 300 Unrestricted 3000 Zero 300 Unrestricted 3000 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Wing loading of an aircraft is Gross total weight of the aircraft/ wing area Gross total weight of the aircraft/total available H.P of engines Gross total weight of the aircraft/ load of the wings Load of the wings Gross total weight of the aircraft/ wing area Gross total weight of the aircraft/total available H.P of engines Gross total weight of the aircraft/ load of the wings Load of the wings ANSWER DOWNLOAD EXAMIANS APP
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