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Airport Engineering

Airport Engineering
The length of runway is increased per 300 m rise above M.S.L.

0.05
0.07
0.04
0.03

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Airport Engineering
The runway orientation is made so that landing and takeoff are

None of these
Along the wind direction
Against the wind direction
Perpendicular to wind direction

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

35 kmph
25 kmph
45 kmph
15 kmph

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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

152.5 m
162.5 m
172.5 m
145 m

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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 maximum length and pavement strength of the runway is that of

B 3
A 1
B 2
G 7

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