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 (8000, 7000) (61500, 5600) (6500, 6000) (5800, 5200) (8000, 7000) (61500, 5600) (6500, 6000) (5800, 5200) ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Which of the following is used for servicing and repairs of the aircraft? Holding apron Apron Terminal building Hanger Holding apron Apron Terminal building Hanger ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The lift off distance is the distance along the centre of the runway between the starting point and 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 Point where air craft attains a height of 10.7 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The size of landing area for multi engine helicopters operating under 1 FR conditions is 30 m × 30 m 60 m × 120 m 22.5 m × 22.5 m 22.5 m × 30 m 30 m × 30 m 60 m × 120 m 22.5 m × 22.5 m 22.5 m × 30 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 Only stop way Either a clearway or a stop-way or both Only clearway Either a clearway or a stop-way Only stop way Either a clearway or a stop-way or both Only clearway ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true All listed here The permissible transverse grade is 1.5% The permissible rate of change of grade is 1% The maximum longitudinal grade is 3% All listed here The permissible transverse grade is 1.5% The permissible rate of change of grade is 1% The maximum longitudinal grade is 3% ANSWER DOWNLOAD EXAMIANS APP
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