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Airport Engineering

Airport Engineering
Conical surface of the approach area rises outwards

1 in 10
1 in 15
1 in 25
1 in 20

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Airport Engineering
The lift off distance is the distance along the centre of the runway between the starting point and

Point where air craft attains a height of 10.7 m
End of the runway
Point where air craft becomes air borne
End of stop-way

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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
0.003
0.001
0.004

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Airport Engineering
The engine failure case for determining the basic runway length may require

Only stop way
Either a clearway or a stop-way
Only clearway
Either a clearway or a stop-way or both

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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
Equal to the maximum structural landing weight
More than the maximum structural landing weight

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

10.0 m
2.5 m
5.0 m
7.5 m

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MORE MCQ ON Airport Engineering

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