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 3250 m 3000 m 3725 m 2500 m 3250 m 3000 m 3725 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering To cope up high temperature of 196°C, the taxi ways and aprons are constructed with Rubberised tar concrete Asphaltic concrete Plain concrete All listed here Rubberised tar concrete Asphaltic concrete Plain concrete All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per ICAO, for airports serving big aircrafts, the crosswind component should not exceed 25 kmph 15 kmph 35 kmph 45 kmph 25 kmph 15 kmph 35 kmph 45 kmph ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The landing and takeoff of the air craft is made against the direction of wind. In no case the centre line of the runway should make an angle with the wind direction exceeding 10° 40° 20° 30° 10° 40° 20° 30° 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 160 m 150 m 140 m 175 m 160 m 150 m 140 m 175 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The main disadvantage of angle nose out parking configuration of aircraft is that the Overall apron area required is more Hot blast is directed towards the terminal building All listed here Aircraft rear loading door is far away from terminal building Overall apron area required is more Hot blast is directed towards the terminal building All listed here Aircraft rear loading door is far away from terminal building ANSWER DOWNLOAD EXAMIANS APP
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