Airport Engineering For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is 75 m 100 m 25 m 50 m 75 m 100 m 25 m 50 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering 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 2500 m 2700 m 2800 m 2600 m 2500 m 2700 m 2800 m 2600 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering To cope up high temperature of 196°C, the taxi ways and aprons are constructed with Plain concrete All listed here Asphaltic concrete Rubberised tar concrete Plain concrete All listed here Asphaltic concrete Rubberised tar concrete ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The height of the pilot's eye above the runway surface is assumed 3 m 1 m 4 m 5 m 3 m 1 m 4 m 5 m 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 (61500, 5600) (8000, 7000) (5800, 5200) (6500, 6000) (61500, 5600) (8000, 7000) (5800, 5200) (6500, 6000) ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The bearing of the longest line of a wind rose is S 45° E, the bearing of the runway will be numbered 13 Both (C) and (D) 135° 31 13 Both (C) and (D) 135° 31 ANSWER DOWNLOAD EXAMIANS APP
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