Airport Engineering A gradient of + 0.08% is followed by a gradient of - 0.07%. If the permissible rate of change of grade is 0.003 per 30 meters, the length of the transition curve, is 150 m 160 m 175 m 140 m 150 m 160 m 175 m 140 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering From the end of an instrumental runway, the approach surface rises outwards 1 in 20 1 in 40 1 in 50 1 in 30 1 in 20 1 in 40 1 in 50 1 in 30 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The main disadvantage of angle nose out parking configuration of aircraft is that the Aircraft rear loading door is far away from terminal building Hot blast is directed towards the terminal building Overall apron area required is more All listed here Aircraft rear loading door is far away from terminal building Hot blast is directed towards the terminal building Overall apron area required is more All listed here ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per ICAO, for A, B, and C type of airports, maximum effective, transverse and longitudinal grades in percentage respectively are 1.5, 1.5 and 2.0 2.0, 2.0 and 2.0 1.0, 1.5 and 1.5 1.0, 1.5 and 2.0 1.5, 1.5 and 2.0 2.0, 2.0 and 2.0 1.0, 1.5 and 1.5 1.0, 1.5 and 2.0 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The coordinates of the ends of a runway are (5000, 5000) and (8000, 7000). The co-ordinates of another runway are (4600, 5100) and (7000, 5300). The co-ordinates of the A.R.P. are (5800, 5200) (8000, 7000) (6500, 6000) (61500, 5600) (5800, 5200) (8000, 7000) (6500, 6000) (61500, 5600) ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Beaufort scale is used to determine Height of air-crafts None of these Direction of winds Strength of winds Height of air-crafts None of these Direction of winds Strength of winds ANSWER DOWNLOAD EXAMIANS APP
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