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Airport Engineering

Airport Engineering
For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is

25 m
100 m
75 m
50 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

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

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Airport Engineering
The maximum length and pavement strength of the runway is that of

A 1
B 2
G 7
B 3

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Airport Engineering
The depressions and undulations in the pavement, are caused due to

All listed here
Impact of heavy wheel loads
Improper compaction of sub-grade
Punching effect

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Airport Engineering
International Civil Aviation Organization (I.C.A.O.) was set up at Montreal (Canada), in

1939
1929
1950
1947

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Airport Engineering
Zero fuel weight of an aircraft is:

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

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