Airport Engineering The thickness design of the pavement, is decided on the load carried by Main gears All listed here Tail wheel Nose wheel Main gears All listed here Tail wheel Nose wheel 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) (61500, 5600) (5800, 5200) (8000, 7000) (6500, 6000) (61500, 5600) (5800, 5200) (8000, 7000) ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The length of runway is increased per 300 m rise above M.S.L. 0.04 0.07 0.03 0.05 0.04 0.07 0.03 0.05 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Runway threshold is indicated by a series of parallel lines starting from a distance of 10 m from runway end 6 m from runway end 3 m from runway end 15 m from runway end 10 m from runway end 6 m from runway end 3 m from runway end 15 m from runway end ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are Unrestricted 300 Zero 3000 Unrestricted 300 Zero 3000 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The main disadvantage of angle nose out parking configuration of aircraft is that the All listed here Overall apron area required is more Aircraft rear loading door is far away from terminal building Hot blast is directed towards the terminal building All listed here Overall apron area required is more Aircraft rear loading door is far away from terminal building Hot blast is directed towards the terminal building ANSWER DOWNLOAD EXAMIANS APP
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