Airport Engineering The depressions and undulations in the pavement, are caused due to Punching effect All listed here Improper compaction of sub-grade Impact of heavy wheel loads Punching effect All listed here Improper compaction of sub-grade Impact of heavy wheel loads ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The height of the pilot's eye above the runway surface is assumed 1 m 5 m 3 m 4 m 1 m 5 m 3 m 4 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The strength of winds is measured with the help of Wind indicator Barometers Beaufort scale None of these Wind indicator Barometers Beaufort scale None of these ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering A gradient of + 0.08% is followed by a gradient of - 0.07%. If the permissible rate of change of grade is 0.003 per 30 meters, the length of the transition curve, is 175 m 150 m 160 m 140 m 175 m 150 m 160 m 140 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 true speed of the aircraft and the crosswind component Between the horizontal and the fuselage axis Between the direction of wind and the longitudinal axis of the runway Formed by the longitudinal axis of the aircraft and the direction of movement of the nose gear Between the true speed of the aircraft and the crosswind component Between the horizontal and the fuselage axis Between the direction of wind and the longitudinal axis of the runway ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true 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% All listed here ANSWER DOWNLOAD EXAMIANS APP
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