Airport Engineering Total correction for elevation, temperature and gradient for a runway should not be more than 0.15 0.25 0.2 0.35 0.15 0.25 0.2 0.35 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is 25 m 50 m 75 m 100 m 25 m 50 m 75 m 100 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per ICAO, for airports serving big aircrafts, the crosswind component should not exceed 15 kmph 45 kmph 35 kmph 25 kmph 15 kmph 45 kmph 35 kmph 25 kmph ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The strength of winds is measured with the help of Barometers Beaufort scale Wind indicator None of these Barometers Beaufort scale Wind indicator None of these ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the proposed runway stated in if the aerodrome reference temperature is 17.2°, the net designed length of the runway is 2816 m 2916 m 2716 m 3016 m 2816 m 2916 m 2716 m 3016 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true The maximum longitudinal grade is 3% All listed here The permissible transverse grade is 1.5% The permissible rate of change of grade is 1% The maximum longitudinal grade is 3% All listed here The permissible transverse grade is 1.5% The permissible rate of change of grade is 1% ANSWER DOWNLOAD EXAMIANS APP