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Airport Engineering

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

45 kmph
35 kmph
15 kmph
25 kmph

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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
All listed here
Punching effect

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Airport Engineering
Two single runways may be arranged so as to have

X-shape
L-shape
All listed here
T-shape

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Airport Engineering
According to I.C.A.O. the recommended length of air ports is decided on

All listed here
Sea level elevation
Effective gradient percentage
Standard sea level temperature (15°C)

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Airport Engineering
According to I.C.A.O. all markings on the runways are painted white and on taxiways

Red
Black
Yellow
Green

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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

300
Unrestricted
3000
Zero

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MORE MCQ ON Airport Engineering

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