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Airport Engineering

Airport Engineering
As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are

Unrestricted
300
3000
Zero

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

30°
45°
60°
20°

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Airport Engineering
As per ICAO, for A, B, and C type of airports, maximum effective, transverse and longitudinal grades in percentage respectively are

2.0, 2.0 and 2.0
1.0, 1.5 and 1.5
1.5, 1.5 and 2.0
1.0, 1.5 and 2.0

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

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

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

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

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Airport Engineering
The thickness design of the pavement, is decided on the load carried by

Nose wheel
Tail wheel
All listed here
Main gears

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MORE MCQ ON Airport Engineering

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