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Airport Engineering

Airport Engineering
The bearing of the longest line of a wind rose is S 45° E, the bearing of the runway will be numbered

135°
13
Both (C) and (D)
31

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Airport Engineering
As per ICAO recommendation, the rate of change of longitudinal gradient per 30 m length of vertical curve for A and B type of airports is limited to a maximum of

0.001
0.002
0.004
0.003

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Airport Engineering
Runway threshold is indicated by a series of parallel lines starting from a distance of

15 m from runway end
10 m from runway end
6 m from runway end
3 m from runway end

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Airport Engineering
Zero fuel weight of an aircraft is:

Equal to maximum landing weight
Less than empty operating weight
Equal to empty operating weight
Equal to sum of empty operating weight and the maximum pay load

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

0.045138888888889
0.046527777777778
0.048611111111111
0.05

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

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

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