Airport Engineering For the taxiways, the following statement is true The permissible rate of change of grade is 1% All listed here The permissible transverse grade is 1.5% The maximum longitudinal grade is 3% The permissible rate of change of grade is 1% All listed here The permissible transverse grade is 1.5% The maximum longitudinal grade is 3% ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The width and interval of transverse centre line bars along the extended centre line of runway, in approach lighting system are 4.2 m and 50 m 3 m and 45 m 3 m and 30 m 4.2 m and 30 m 4.2 m and 50 m 3 m and 45 m 3 m and 30 m 4.2 m and 30 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The maximum length and pavement strength of the runway is that of B 3 A 1 G 7 B 2 B 3 A 1 G 7 B 2 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the proposed runway stated in if the aerodrome reference temperature is 17.2°, the net designed length of the runway is 2916 m 2716 m 3016 m 2816 m 2916 m 2716 m 3016 m 2816 m 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 (61500, 5600) (6500, 6000) (5800, 5200) (8000, 7000) (61500, 5600) (6500, 6000) (5800, 5200) (8000, 7000) 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 Either a clearway or a stop-way Only stop way Only clearway Either a clearway or a stop-way or both Either a clearway or a stop-way Only stop way Only clearway ANSWER DOWNLOAD EXAMIANS APP
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