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 0.001 0.002 0.003 0.004 0.001 0.002 0.003 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The minimum width of clearway is 100 m 50 m 150 m 250 m 100 m 50 m 150 m 250 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Calm period is the percentage of time during which wind intensity is less than 9.6 kmph 4.8 kmph 8.0 kmph 6.4 kmph 9.6 kmph 4.8 kmph 8.0 kmph 6.4 kmph ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Effective length of a runway is the distance between Ends of the clear way on either side Ends of the runway Point of intersection of the glide path and the extended plane of the runway surface and the other end of the runway Point of intersection of the obstruction clearance line and the extended plane of the runway surface, and the other end of the runway Ends of the clear way on either side Ends of the runway Point of intersection of the glide path and the extended plane of the runway surface and the other end of the runway Point of intersection of the obstruction clearance line and the extended plane of the runway surface, and the other end of the runway ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering If the width of the approach area near the runway end is 150 m, the width of the approach area at a distance of 3 kilometers from runway end will be 800 m 1200 m 1000 m 1500 m 800 m 1200 m 1000 m 1500 m 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 3016 m 2716 m 2816 m 2916 m 3016 m 2716 m 2816 m 2916 m ANSWER DOWNLOAD EXAMIANS APP
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