Airport Engineering As per ICAO, for airports serving big aircrafts, the crosswind component should not exceed 45 kmph 15 kmph 35 kmph 25 kmph 45 kmph 15 kmph 35 kmph 25 kmph ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per ICAO, for A, B, and C type of airports, maximum effective, transverse and longitudinal grades in percentage respectively are 1.0, 1.5 and 2.0 1.5, 1.5 and 2.0 2.0, 2.0 and 2.0 1.0, 1.5 and 1.5 1.0, 1.5 and 2.0 1.5, 1.5 and 2.0 2.0, 2.0 and 2.0 1.0, 1.5 and 1.5 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The length of a runway under standard atmospheric conditions is 1800 m. If the actual reduced level of the site is 1200 m, the design length of the runway is 2660 m 2460 m 2560 m 2360 m 2660 m 2460 m 2560 m 2360 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Effective length of a runway is the distance between Ends of the clear way on either side Ends of the runway Point of intersection of the obstruction clearance line and the extended plane of the runway surface, and the other end of the runway Point of intersection of the glide path and the extended plane of the runway surface and the other end of the runway Ends of the clear way on either side Ends of the runway Point of intersection of the obstruction clearance line and the extended plane of the runway surface, and the other end of the runway Point of intersection of the glide path and the extended plane of the runway surface and the other end of the runway ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering According to I.C.A.O. the slope of transitional surface at right angles to the centre line of runway, is kept 1 in 4 1 in 7 1 in 5 1 in 6 1 in 4 1 in 7 1 in 5 1 in 6 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Improper compaction of sub-grade Impact of heavy wheel loads Punching effect All listed here Improper compaction of sub-grade Impact of heavy wheel loads Punching effect All listed here ANSWER DOWNLOAD EXAMIANS APP
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