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 0.001 0.0043 0.0026 0.0065 0.001 0.0043 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The maximum length and pavement strength of the runway is that of B 2 A 1 G 7 B 3 B 2 A 1 G 7 B 3 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The best direction of a runway is along the direction of None of these Shortest line on the wind rose diagram Line clear of wind rose diagram Longest line on wind rose diagram None of these Shortest line on the wind rose diagram Line clear of wind rose diagram Longest line on wind rose diagram ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to Impact of heavy wheel loads Improper compaction of sub-grade Punching effect All listed here Impact of heavy wheel loads Improper compaction of sub-grade Punching effect All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The air is blowing at a speed of 75 knots in the direction of the aircraft flying at a ground speed of 775 knots. The air speed of the aircraft, is 675 knots 850 knots 775 knots 75 knots 675 knots 850 knots 775 knots 75 knots ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Runway threshold is indicated by a series of parallel lines starting from a distance of 15 m from runway end 6 m from runway end 3 m from runway end 10 m from runway end 15 m from runway end 6 m from runway end 3 m from runway end 10 m from runway end ANSWER DOWNLOAD EXAMIANS APP
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