Airport Engineering The centre to centre spacing of heliport lighting along the periphery of landing and takeoff area should be 5.0 m 7.5 m 2.5 m 10.0 m 5.0 m 7.5 m 2.5 m 10.0 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Wing loading of an aircraft is Gross total weight of the aircraft/total available H.P of engines Load of the wings Gross total weight of the aircraft/ load of the wings Gross total weight of the aircraft/ wing area Gross total weight of the aircraft/total available H.P of engines Load of the wings Gross total weight of the aircraft/ load of the wings Gross total weight of the aircraft/ wing area ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Punching effect Improper compaction of sub-grade Impact of heavy wheel loads All listed here Punching effect Improper compaction of sub-grade Impact of heavy wheel loads All listed here 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 3000 300 Zero Unrestricted 3000 300 Zero Unrestricted ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering International Civil Aviation Organization (I.C.A.O.) was set up at Montreal (Canada), in 1929 1939 1950 1947 1929 1939 1950 1947 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
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