Airport Engineering For the taxiways, the following statement is true All listed here The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% The maximum longitudinal grade is 3% All listed here The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% The maximum longitudinal grade is 3% ANSWER DOWNLOAD EXAMIANS APP
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 3250 m 2500 m 3000 m 3725 m 3250 m 2500 m 3000 m 3725 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The thickness design of the pavement, is decided on the load carried by Tail wheel Nose wheel All listed here Main gears Tail wheel Nose wheel All listed here Main gears ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The length of a runway under standard atmospheric conditions is 1800 m. If the actual reduced level of the site is 1200 m, the design length of the runway is 2460 m 2560 m 2360 m 2660 m 2460 m 2560 m 2360 m 2660 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The lift off distance is the distance along the centre of the runway between the starting point and End of the runway Point where air craft attains a height of 10.7 m End of stop-way Point where air craft becomes air borne End of the runway Point where air craft attains a height of 10.7 m End of stop-way Point where air craft becomes air borne ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The width and interval of transverse centre line bars along the extended centre line of runway, in approach lighting system are 3 m and 30 m 4.2 m and 30 m 3 m and 45 m 4.2 m and 50 m 3 m and 30 m 4.2 m and 30 m 3 m and 45 m 4.2 m and 50 m ANSWER DOWNLOAD EXAMIANS APP