Airport Engineering The length of runway is increased per 300 m rise above M.S.L. 0.03 0.05 0.04 0.07 0.03 0.05 0.04 0.07 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The main disadvantage of angle nose out parking configuration of aircraft is that the All listed here Hot blast is directed towards the terminal building Overall apron area required is more Aircraft rear loading door is far away from terminal building All listed here Hot blast is directed towards the terminal building Overall apron area required is more Aircraft rear loading door is far away from terminal building 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 (6500, 6000) (8000, 7000) (61500, 5600) (5800, 5200) (6500, 6000) (8000, 7000) (61500, 5600) (5800, 5200) 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 2700 m 2500 m 2800 m 2600 m 2700 m 2500 m 2800 m 2600 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Which of the following is an example of failure in flexible pavements? Shrinkage cracks Mud pumping Warping cracks Alligator cracking Shrinkage cracks Mud pumping Warping cracks Alligator cracking ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is 50 m 100 m 75 m 25 m 50 m 100 m 75 m 25 m ANSWER DOWNLOAD EXAMIANS APP
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