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 Maximum gross takeoff weight of an aircraft is Equal to the maximum structural landing weight Equal to the empty operating weight plus the payload Less than the maximum structural landing weight More than the maximum structural landing weight Equal to the maximum structural landing weight Equal to the empty operating weight plus the payload Less than the maximum structural landing weight More than the maximum structural landing weight ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The slope of the obstruction clearance line from the boundary of the heliport should be 0.069444444444444 0.043055555555556 0.047222222222222 0.045138888888889 0.069444444444444 0.043055555555556 0.047222222222222 0.045138888888889 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering In approach areas of runways equipped with instrumental landing facilities any object within 4.5 km distance from runway end shall be considered as an obstruction if its height is more than 45 m 20 m 51 m 30 m 45 m 20 m 51 m 30 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The slope of the transitional surface for A, B and C type of runway shall be 0.045138888888889 0.05 0.048611111111111 0.046527777777778 0.045138888888889 0.05 0.048611111111111 0.046527777777778 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 100 m 75 m 25 m 50 m 100 m 75 m 25 m 50 m ANSWER DOWNLOAD EXAMIANS APP
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