Airport Engineering As per ICAO, for airports serving big aircrafts, the crosswind component should not exceed 15 kmph 35 kmph 25 kmph 45 kmph 15 kmph 35 kmph 25 kmph 45 kmph 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. Weather conditions and navigational aids available Lateral spacing between two runways and weather conditions Lateral spacing between two runways and navigational aids available Lateral spacing between two runways, weather conditions and navigational aids available. Weather conditions and navigational aids available Lateral spacing between two runways and weather conditions Lateral spacing between two runways and navigational aids available ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Two single runways may be arranged so as to have L-shape T-shape X-shape All listed here L-shape T-shape X-shape All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering From the end of an instrumental runway, the approach surface rises outwards 1 in 20 1 in 40 1 in 30 1 in 50 1 in 20 1 in 40 1 in 30 1 in 50 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 3250 m 3725 m 2500 m 3000 m 3250 m 3725 m 2500 m 3000 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering To cope up high temperature of 196°C, the taxi ways and aprons are constructed with Asphaltic concrete Plain concrete Rubberised tar concrete All listed here Asphaltic concrete Plain concrete Rubberised tar concrete All listed here ANSWER DOWNLOAD EXAMIANS APP
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