Airport Engineering For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is 50 m 75 m 100 m 25 m 50 m 75 m 100 m 25 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering According to I.C.A.O. all markings on the runways are painted white and on taxiways Yellow Red Green Black Yellow Red Green Black ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The distance between main gears is 10 m, and the distance of nose gear from centre of main gears is 30 m. If the angle of turning is 60°, the distance of centre of rotation from the nearer main gear, is 9.30 m 10.30 m 12.30 m 11.30 m 9.30 m 10.30 m 12.30 m 11.30 m 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 1.5, 1.5 and 2.0 1.0, 1.5 and 1.5 2.0, 2.0 and 2.0 1.0, 1.5 and 2.0 1.5, 1.5 and 2.0 1.0, 1.5 and 1.5 2.0, 2.0 and 2.0 1.0, 1.5 and 2.0 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 The runway orientation is made so that landing and takeoff are Perpendicular to wind direction None of these Against the wind direction Along the wind direction Perpendicular to wind direction None of these Against the wind direction Along the wind direction ANSWER DOWNLOAD EXAMIANS APP