Airport Engineering The length of clear zone for none instrument runway of a small aircraft is 600 m 150 m 300 m 750 m 600 m 150 m 300 m 750 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Assertion A : Airport capacity during IFR conditions is usually less than that during VFR conditions.Reason R: During clear weather condition (VFR), the aircrafts on final approach to runway can be spaced closer during poor visibility conditions.Select your answer based on the coding system given below: A is true but R is false Both A and R is true and R is the correct explanation of A Both A and R is true but R is not the correct explanation of A A is false but R is true A is true but R is false Both A and R is true and R is the correct explanation of A Both A and R is true but R is not the correct explanation of A A is false but R is true ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Castor angle is defined as the angle Between the true speed of the aircraft and the crosswind component Between the direction of wind and the longitudinal axis of the runway 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 true speed of the aircraft and the crosswind component Between the direction of wind and the longitudinal axis of the runway Between the horizontal and the fuselage axis Formed by the longitudinal axis of the aircraft and the direction of movement of the nose gear ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The fuse large includes Tail of aircraft Passengers chamber All listed here Pilot's cabin Tail of aircraft Passengers chamber All listed here Pilot's cabin ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The slope of the obstruction clearance line from the boundary of the heliport should be 0.047222222222222 0.043055555555556 0.069444444444444 0.045138888888889 0.047222222222222 0.043055555555556 0.069444444444444 0.045138888888889 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to All listed here Improper compaction of sub-grade Punching effect Impact of heavy wheel loads All listed here Improper compaction of sub-grade Punching effect Impact of heavy wheel loads ANSWER DOWNLOAD EXAMIANS APP
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