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Airport Engineering

Airport Engineering
Beaufort scale is used to determine

None of these
Height of air-crafts
Direction of winds
Strength of winds

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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

0.004
0.001
0.002
0.003

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

0.048611111111111
0.046527777777778
0.045138888888889
0.05

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Airport Engineering
For the proposed runway stated in if the aerodrome reference temperature is 17.2°, the net designed length of the runway is

3016 m
2716 m
2916 m
2816 m

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Airport Engineering
The thickness design of the pavement, is decided on the load carried by

All listed here
Nose wheel
Main gears
Tail wheel

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Airport Engineering
Pick up the component not applicable to aeroplanes

Air screw
Wings
Engines
None of these

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