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Airport Engineering

Airport Engineering
The maximum length and pavement strength of the runway is that of

B 3
B 2
A 1
G 7

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Airport Engineering
If lift off distance of an craft is 2000 m, the clear way at the end of the runway should not be less than

145 m
152.5 m
172.5 m
162.5 m

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

35 kmph
15 kmph
25 kmph
45 kmph

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

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

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Airport Engineering
The main disadvantage of angle nose out parking configuration of aircraft is that the

Overall apron area required is more
Hot blast is directed towards the terminal building
Aircraft rear loading door is far away from terminal building
All listed here

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Airport Engineering
According to the International Civil Aviation Organization (I.C.A.O.) the strength of runway pavements, have been coded by

First Seven English alphabets
Last Seven English alphabets
First seven numbers
Seven English alphabets

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