21. According to the International Civil Aviation Organization (I.C.A.O.) the strength of runway pavements, have been coded by
22. According to the International Civil Aviation Organization (I.C.A.O.), the runway lengths of aerodromes, have been coded by
23. The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be
24. The runway length after correcting for elevation and temperature is 2845 m. If the effective gradient on runway is 0.5 percent then the revised runway length will be
25. Pick up the component not applicable to aeroplanes
26. From the end of an instrumental runway, the approach surface rises outwards
27. If the monthly mean of average daily temperature for the hottest month of the year is 25°C and the monthly mean of the maximum daily temperature of the same month of the year is 46°C, the airport reference temperature is
28. The main disadvantage of angle nose out parking configuration of aircraft is that the
29. 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
30. According to I.C.A.O. all markings on the runways are painted white and on taxiways
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