Airport Engineering The minimum width of clearway is 100 m 250 m 150 m 50 m 100 m 250 m 150 m 50 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 Impact of heavy wheel loads Punching effect Improper compaction of sub-grade All listed here Impact of heavy wheel loads Punching effect ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering International Civil Aviation Organization (I.C.A.O.) was set up at Montreal (Canada), in 1939 1950 1947 1929 1939 1950 1947 1929 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 Conical surface of the approach area rises outwards 1 in 15 1 in 10 1 in 25 1 in 20 1 in 15 1 in 10 1 in 25 1 in 20 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The capacity of parallel runway pattern depends upon Lateral spacing between two runways and navigational aids available Weather conditions and navigational aids available Lateral spacing between two runways and weather conditions Lateral spacing between two runways, weather conditions and navigational aids available. Lateral spacing between two runways and navigational aids available Weather conditions and navigational aids available Lateral spacing between two runways and weather conditions Lateral spacing between two runways, weather conditions and navigational aids available. ANSWER DOWNLOAD EXAMIANS APP
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