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Airport Engineering

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

45 kmph
15 kmph
25 kmph
35 kmph

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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

150 m
175 m
140 m
160 m

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Airport Engineering
Maximum gross takeoff weight of an aircraft is

Less than the maximum structural landing weight
Equal to the empty operating weight plus the payload
Equal to the maximum structural landing weight
More than the maximum structural landing weight

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

Black
Green
Red
Yellow

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Airport Engineering
The engine failure case for determining the basic runway length may require

Either a clearway or a stop-way
Only clearway
Either a clearway or a stop-way or both
Only stop way

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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

162.5 m
172.5 m
152.5 m
145 m

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