Airport Engineering The depressions and undulations in the pavement, are caused due to Impact of heavy wheel loads 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 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The coordinates of the ends of a runway are (5000, 5000) and (8000, 7000). The co-ordinates of another runway are (4600, 5100) and (7000, 5300). The co-ordinates of the A.R.P. are (6500, 6000) (61500, 5600) (5800, 5200) (8000, 7000) (6500, 6000) (61500, 5600) (5800, 5200) (8000, 7000) 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 0.001 0.003 0.004 0.002 0.001 0.003 0.004 0.002 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 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 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per ICAO recommendation, minimum width of safety area for instrumental runway should be 450 m 150 m 300 m 78 m 450 m 150 m 300 m 78 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The engine failure case for determining the basic runway length may require Either a clearway or a stop-way or both Only clearway Only stop way Either a clearway or a stop-way Either a clearway or a stop-way or both Only clearway Only stop way Either a clearway or a stop-way ANSWER DOWNLOAD EXAMIANS APP
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