Airport Engineering Total correction for elevation, temperature and gradient for a runway should not be more than 0.35 0.15 0.2 0.25 0.35 0.15 0.2 0.25 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering According to I.C.A.O. the slope of transitional surface at right angles to the centre line of runway, is kept 1 in 5 1 in 4 1 in 7 1 in 6 1 in 5 1 in 4 1 in 7 1 in 6 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Zero fuel weight of an aircraft is: Equal to empty operating weight Less than empty operating weight Equal to sum of empty operating weight and the maximum pay load Equal to maximum landing weight Equal to empty operating weight Less than empty operating weight Equal to sum of empty operating weight and the maximum pay load Equal to maximum landing weight 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 25 m 50 m 75 m 100 m 25 m 50 m 75 m 100 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The centre to centre spacing of heliport lighting along the periphery of landing and takeoff area should be 10.0 m 5.0 m 7.5 m 2.5 m 10.0 m 5.0 m 7.5 m 2.5 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 (8000, 7000) (6500, 6000) (61500, 5600) (5800, 5200) (8000, 7000) (6500, 6000) (61500, 5600) (5800, 5200) ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS