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 0.004 0.003 0.001 0.002 0.004 0.003 0.001 0.002 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering An airport has 4 gates. If the weighted average gate occupancy time is 30 minutes and gate utilization factor is 0.5, then the capacity of the gate will be 2 aircrafts per hour 1 aircraft per hour 4 aircrafts per hour 16 aircrafts per hour 2 aircrafts per hour 1 aircraft per hour 4 aircrafts per hour 16 aircrafts per hour ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The lift off distance is the distance along the centre of the runway between the starting point and Point where air craft attains a height of 10.7 m End of the runway End of stop-way Point where air craft becomes air borne Point where air craft attains a height of 10.7 m End of the runway End of stop-way Point where air craft becomes air borne ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Pick up the component not applicable to aeroplanes Engines Air screw Wings None of these Engines Air screw Wings None of these ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per ICAO, the minimum basic runway length for A and E type of airport will be 1500 m and 750 m 2100 m and 600 m 1500 m and 600 m 2100 m and 750 m 1500 m and 750 m 2100 m and 600 m 1500 m and 600 m 2100 m and 750 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true 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 The permissible rate of change of grade is 1% The permissible transverse grade is 1.5% ANSWER DOWNLOAD EXAMIANS APP
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