Airport Engineering The length of clear zone for none instrument runway of a small aircraft is 300 m 150 m 600 m 750 m 300 m 150 m 600 m 750 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Conical surface of the approach area rises outwards 1 in 10 1 in 25 1 in 20 1 in 15 1 in 10 1 in 25 1 in 20 1 in 15 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to 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 Punching effect ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The capacity of parallel runway pattern depends upon Lateral spacing between two runways, weather conditions and navigational aids available. Lateral spacing between two runways and weather conditions Weather conditions and navigational aids available Lateral spacing between two runways and navigational aids available Lateral spacing between two runways, weather conditions and navigational aids available. Lateral spacing between two runways and weather conditions Weather conditions and navigational aids available Lateral spacing between two runways and navigational aids available ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The reduced level of the proposed site of an air port is 2500 m above M.S.L. If the recommended length by I.C.A.O. for the runway at sea level is 2500 m, the required length of the runway is 2500 m 3725 m 3000 m 3250 m 2500 m 3725 m 3000 m 3250 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The slope of the transitional surface for A, B and C type of runway shall be 0.05 0.048611111111111 0.045138888888889 0.046527777777778 0.05 0.048611111111111 0.045138888888889 0.046527777777778 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS