Airport Engineering As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are 3000 Zero Unrestricted 300 3000 Zero Unrestricted 300 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering From the end of an instrumental runway, the approach surface rises outwards 1 in 30 1 in 20 1 in 40 1 in 50 1 in 30 1 in 20 1 in 40 1 in 50 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The slope of the transitional surface for A, B and C type of runway shall be 0.046527777777778 0.045138888888889 0.05 0.048611111111111 0.046527777777778 0.045138888888889 0.05 0.048611111111111 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering In approach areas of runways equipped with instrumental landing facilities any object within 4.5 km distance from runway end shall be considered as an obstruction if its height is more than 30 m 51 m 20 m 45 m 30 m 51 m 20 m 45 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The maximum value of the angle of turning of the nose gear large jet aircrafts, is limited to 60° 45° 30° 20° 60° 45° 30° 20° ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Effective length of a runway is the distance between 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 Point of intersection of the obstruction clearance line and the extended plane of the runway surface, and the other end of the runway Ends 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 Point of intersection of the obstruction clearance line and the extended plane of the runway surface, and the other end of the runway Ends of the runway ANSWER DOWNLOAD EXAMIANS APP