Airport Engineering The main disadvantage of angle nose out parking configuration of aircraft is that the Overall apron area required is more Hot blast is directed towards the terminal building Aircraft rear loading door is far away from terminal building All listed here Overall apron area required is more Hot blast is directed towards the terminal building Aircraft rear loading door is far away from terminal building All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering According to the International Civil Aviation Organization (I.C.A.O.) the strength of runway pavements, have been coded by Seven English alphabets First Seven English alphabets Last Seven English alphabets First seven numbers Seven English alphabets First Seven English alphabets Last Seven English alphabets First seven numbers 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. 0.001 0.0043 0.0065 0.0026 0.001 0.0043 0.0065 0.0026 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The distance between main gears is 10 m, and the distance of nose gear from centre of main gears is 30 m. If the angle of turning is 60°, the distance of centre of rotation from the nearer main gear, is 11.30 m 9.30 m 12.30 m 10.30 m 11.30 m 9.30 m 12.30 m 10.30 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering According to I.C.A.O. the recommended length of air ports is decided on Standard sea level temperature (15°C) All listed here Sea level elevation Effective gradient percentage Standard sea level temperature (15°C) All listed here Sea level elevation Effective gradient percentage ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Consider the following statements regarding ICAO recommendation for correction to basic runway length of these statements1. The basic runway length should be increased at the rate of 7 percent per 300 m rise in elevation above the mean sea level.2. The basic runway length after having been corrected for elevation should be further increased at the rate of 1 percent for every 1°C rise in airport reference temperature above the standard atmospheric temperature at that elevation.3. The runway length after having been corrected for elevation and temperature should be further increased at the rate of 20% for every 1 percent of effective gradient. 1 and 3 are correct 2 and 3 are correct 1 and 2 are correct 1, 2 and 3 are correct 1 and 3 are correct 2 and 3 are correct 1 and 2 are correct 1, 2 and 3 are correct ANSWER DOWNLOAD EXAMIANS APP
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