Airport Engineering In Instrumental landing system, the middle markers are located About 7 km. ahead of the runway threshold Along the extended centre line of runway end About 1 km. ahead of the runway threshold At the runway threshold About 7 km. ahead of the runway threshold Along the extended centre line of runway end About 1 km. ahead of the runway threshold At the runway threshold ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The slope of the obstruction clearance line from the boundary of the heliport should be 0.043055555555556 0.069444444444444 0.047222222222222 0.045138888888889 0.043055555555556 0.069444444444444 0.047222222222222 0.045138888888889 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The air is blowing at a speed of 75 knots in the direction of the aircraft flying at a ground speed of 775 knots. The air speed of the aircraft, is 850 knots 775 knots 75 knots 675 knots 850 knots 775 knots 75 knots 675 knots 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 3725 m 3000 m 3250 m 2500 m 3725 m 3000 m 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 75 m 100 m 50 m 25 m 75 m 100 m 50 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true 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% The maximum longitudinal grade is 3% All listed here The permissible transverse grade is 1.5% ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS