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Airport Engineering

Airport Engineering
For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is

25 m
75 m
100 m
50 m

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

35 kmph
45 kmph
15 kmph
25 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

140 m
160 m
150 m
175 m

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Airport Engineering
The width and interval of transverse centre line bars along the extended centre line of runway, in approach lighting system are

4.2 m and 50 m
4.2 m and 30 m
3 m and 30 m
3 m and 45 m

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

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

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Airport Engineering
According to ICAO, all markings on the runways are

Yellow
White
Black
Red

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MORE MCQ ON Airport Engineering

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