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Airport Engineering

Airport Engineering
The centre to centre spacing of heliport lighting along the periphery of landing and takeoff area should be

7.5 m
5.0 m
10.0 m
2.5 m

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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

(8000, 7000)
(6500, 6000)
(61500, 5600)
(5800, 5200)

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Airport Engineering
The height of the pilot's eye above the runway surface is assumed

3 m
1 m
4 m
5 m

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Airport Engineering
As per ICAO, for airports serving big aircrafts, the crosswind component should not exceed

45 kmph
25 kmph
35 kmph
15 kmph

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Airport Engineering
To cope up high temperature of 196°C, the taxi ways and aprons are constructed with

Rubberised tar concrete
All listed here
Asphaltic concrete
Plain concrete

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Airport Engineering
Zero fuel weight of an aircraft is:

Equal to sum of empty operating weight and the maximum pay load
Equal to empty operating weight
Less than empty operating weight
Equal to maximum landing weight

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