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Airport Engineering

Airport Engineering
Pick up the component not applicable to aeroplanes

Engines
Wings
None of these
Air screw

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

1950
1939
1929
1947

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

Nose wheel
All listed here
Main gears
Tail wheel

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

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

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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

0.001
0.002
0.004
0.003

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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

3000
300
Unrestricted
Zero

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MORE MCQ ON Airport Engineering

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