Airport Engineering The height of the pilot's eye above the runway surface is assumed 4 m 5 m 1 m 3 m 4 m 5 m 1 m 3 m 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 160 m 175 m 150 m 140 m 160 m 175 m 150 m 140 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to 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 Improper compaction of sub-grade ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The total length of a runway is 1000 m. The elevation at distance 0,200 m, 400 m, 600 m, 800 m and 1000 m are 100.0 m, 99.2 m, 101.0 m, 101.8 m, 101.4 m and 101.0 m respectively. The effective gradient of runway will be. 0.0065 0.0026 0.0043 0.001 0.0065 0.0026 0.0043 0.001 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Wing loading of an aircraft is Gross total weight of the aircraft/total available H.P of engines Gross total weight of the aircraft/ load of the wings Gross total weight of the aircraft/ wing area Load of the wings Gross total weight of the aircraft/total available H.P of engines Gross total weight of the aircraft/ load of the wings Gross total weight of the aircraft/ wing area Load of the wings ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering In Instrumental landing system, the middle markers are located About 1 km. ahead of the runway threshold About 7 km. ahead of the runway threshold Along the extended centre line of runway end At the runway threshold About 1 km. ahead of the runway threshold About 7 km. ahead of the runway threshold Along the extended centre line of runway end At the runway threshold ANSWER DOWNLOAD EXAMIANS APP
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