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Airport Engineering

Airport Engineering
The slope of the transitional surface for A, B and C type of runway shall be

0.046527777777778
0.045138888888889
0.05
0.048611111111111

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

15 kmph
35 kmph
25 kmph
45 kmph

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Airport Engineering
For the taxiways, the following statement is true

The permissible transverse grade is 1.5%
All listed here
The permissible rate of change of grade is 1%
The maximum longitudinal grade is 3%

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

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

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

0.05
0.04
0.03
0.07

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Airport Engineering
As per ICAO, the minimum basic runway length for A and E type of airport will be

2100 m and 600 m
1500 m and 600 m
2100 m and 750 m
1500 m and 750 m

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