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Airport Engineering

Airport Engineering
As per ICAO, for airports serving big aircrafts, the crosswind component should not exceed

25 kmph
15 kmph
35 kmph
45 kmph

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Airport Engineering
From the end of an instrumental runway, the approach surface rises outwards

1 in 50
1 in 40
1 in 30
1 in 20

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Airport Engineering
A gradient of + 0.08% is followed by a gradient of - 0.07%. If the permissible rate of change of grade is 0.003 per 30 meters, the length of the transition curve, is

140 m
175 m
150 m
160 m

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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
Point where air craft becomes air borne
End of the runway

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

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

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Airport Engineering
The fuse large includes

Pilot's cabin
All listed here
Passengers chamber
Tail of aircraft

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MORE MCQ ON Airport Engineering

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