Airport Engineering The lift off distance is the distance along the centre of the runway between the starting point and End of stop-way Point where air craft becomes air borne End of the runway Point where air craft attains a height of 10.7 m End of stop-way Point where air craft becomes air borne End of the runway Point where air craft attains a height of 10.7 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The capacity of parallel runway pattern depends upon Weather conditions and navigational aids available Lateral spacing between two runways and weather conditions Lateral spacing between two runways and navigational aids available Lateral spacing between two runways, weather conditions and navigational aids available. Weather conditions and navigational aids available Lateral spacing between two runways and weather conditions Lateral spacing between two runways and navigational aids available Lateral spacing between two runways, weather conditions and navigational aids available. ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering According to the International Civil Aviation Organization (I.C.A.O.) the strength of runway pavements, have been coded by Last Seven English alphabets Seven English alphabets First Seven English alphabets First seven numbers Last Seven English alphabets Seven English alphabets First Seven English alphabets First seven numbers ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The main disadvantage of angle nose out parking configuration of aircraft is that the Overall apron area required is more Hot blast is directed towards the terminal building All listed here Aircraft rear loading door is far away from terminal building Overall apron area required is more Hot blast is directed towards the terminal building All listed here Aircraft rear loading door is far away from terminal building ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For supersonic transport aircraft, the minimum turning radius of taxiway is 240 m 120 m 180 m 60 m 240 m 120 m 180 m 60 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Punching effect Impact of heavy wheel loads Improper compaction of sub-grade All listed here Punching effect Impact of heavy wheel loads Improper compaction of sub-grade All listed here ANSWER DOWNLOAD EXAMIANS APP
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