Airport Engineering Effective length of a runway is the distance between 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 Point of intersection of the glide path and the extended plane of the runway surface and the other end of the runway 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 20 m 51 m 30 m 45 m 20 m 51 m 30 m 45 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Castor angle is defined as the angle Formed by the longitudinal axis of the aircraft and the direction of movement of the nose gear Between the direction of wind and the longitudinal axis of the runway Between the true speed of the aircraft and the crosswind component Between the horizontal and the fuselage axis Formed by the longitudinal axis of the aircraft and the direction of movement of the nose gear Between the direction of wind and the longitudinal axis of the runway Between the true speed of the aircraft and the crosswind component Between the horizontal and the fuselage axis ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per ICAO recommendation, the rate of change of longitudinal gradient per 30 m length of vertical curve for A and B type of airports is limited to a maximum of 0.002 0.001 0.004 0.003 0.002 0.001 0.004 0.003 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% The permissible transverse grade is 1.5% All listed here The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For supersonic transport aircraft, the minimum turning radius of taxiway is 60 m 240 m 120 m 180 m 60 m 240 m 120 m 180 m ANSWER DOWNLOAD EXAMIANS APP
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