Airport Engineering Total correction for elevation, temperature and gradient for a runway should not be more than 0.15 0.25 0.35 0.2 0.15 0.25 0.35 0.2 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The slope of the transitional surface for A, B and C type of runway shall be 0.048611111111111 0.05 0.045138888888889 0.046527777777778 0.048611111111111 0.05 0.045138888888889 0.046527777777778 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering According to the International Civil Aviation Organization (I.C.A.O.), the runway lengths of aerodromes, have been coded by First seven natural numbers First Seven English alphabets Last Seven English alphabets Seven English alphabets First seven natural numbers First Seven English alphabets Last Seven English alphabets Seven English alphabets ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% All listed here The permissible transverse grade is 1.5% The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% All listed here The permissible transverse grade is 1.5% 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 12.30 m 9.30 m 10.30 m 11.30 m 12.30 m 9.30 m 10.30 m 11.30 m ANSWER DOWNLOAD EXAMIANS APP
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 Unrestricted 300 Zero 3000 Unrestricted 300 Zero ANSWER DOWNLOAD EXAMIANS APP
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