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Airport Engineering

Airport Engineering
The maximum value of the angle of turning of the nose gear large jet aircrafts, is limited to

30°
20°
60°
45°

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Airport Engineering
As per ICAO recommendation, the rate of change of longitudinal gradient per 30 m length of vertical curve for A and B type of airports is limited to a maximum of

0.002
0.001
0.004
0.003

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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

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Airport Engineering
The reduced level of the proposed site of an air port is 2500 m above M.S.L. If the recommended length by I.C.A.O. for the runway at sea level is 2500 m, the required length of the runway is

2500 m
3250 m
3725 m
3000 m

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Airport Engineering
In an airport, if 4 groups of 5 gates each located well separated are considered for traffic and the future to present traffic ratio is 3, then the total requirement of future gates will be

68
36
32
44

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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)
(5800, 5200)
(61500, 5600)

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