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Airport Engineering

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 4
1 in 6
1 in 5
1 in 7

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

25 m
75 m
100 m
50 m

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

4 m
1 m
5 m
3 m

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Airport Engineering
Maximum gross takeoff weight of an aircraft is

Less than the maximum structural landing weight
Equal to the empty operating weight plus the payload
More than the maximum structural landing weight
Equal to the maximum structural landing weight

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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

32
68
44
36

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Airport Engineering
Beaufort scale is used to determine

Direction of winds
None of these
Strength of winds
Height of air-crafts

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