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 The bearing of the runway at threshold is 290°, the runway number is W 20° N N 70° W 29° 290° W 20° N N 70° W 29° 290° ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The total length of a runway is 1000 m. The elevation at distance 0,200 m, 400 m, 600 m, 800 m and 1000 m are 100.0 m, 99.2 m, 101.0 m, 101.8 m, 101.4 m and 101.0 m respectively. The effective gradient of runway will be. 0.0026 0.0065 0.0043 0.001 0.0026 0.0065 0.0043 0.001 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering In an airport, if 4 groups of 5 gates each located well separated are considered for traffic and the future to present traffic ratio is 3, then the total requirement of future gates will be 32 44 68 36 32 44 68 36 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The capacity of parallel runway pattern depends upon Lateral spacing between two runways, weather conditions and navigational aids available. Lateral spacing between two runways and navigational aids available Lateral spacing between two runways and weather conditions Weather conditions and navigational aids available Lateral spacing between two runways, weather conditions and navigational aids available. Lateral spacing between two runways and navigational aids available Lateral spacing between two runways and weather conditions Weather conditions and navigational aids available ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the taxiways, the following statement is true The permissible transverse grade is 1.5% All listed here The permissible rate of change of grade is 1% The maximum longitudinal grade is 3% The permissible transverse grade is 1.5% All listed here The permissible rate of change of grade is 1% The maximum longitudinal grade is 3% ANSWER DOWNLOAD EXAMIANS APP