Airport Engineering From the end of an instrumental runway, the approach surface rises outwards 1 in 40 1 in 20 1 in 50 1 in 30 1 in 40 1 in 20 1 in 50 1 in 30 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to All listed here Improper compaction of sub-grade Punching effect Impact of heavy wheel loads All listed here Improper compaction of sub-grade Punching effect Impact of heavy wheel loads ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering An airport has 4 gates. If the weighted average gate occupancy time is 30 minutes and gate utilization factor is 0.5, then the capacity of the gate will be 16 aircrafts per hour 2 aircrafts per hour 1 aircraft per hour 4 aircrafts per hour 16 aircrafts per hour 2 aircrafts per hour 1 aircraft per hour 4 aircrafts per hour ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The minimum width of clearway is 50 m 100 m 250 m 150 m 50 m 100 m 250 m 150 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Airport elevation is the reduced level above M.S.L. of None of these Control tower Lowest point of the landing area Highest point of the landing area None of these Control tower Lowest point of the landing area Highest point of the landing area ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The runway length after correcting for elevation and temperature is 2845 m. If the effective gradient on runway is 0.5 percent then the revised runway length will be 3130 m 2910 m 2845 m 3030 m 3130 m 2910 m 2845 m 3030 m ANSWER DOWNLOAD EXAMIANS APP
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