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Airport Engineering

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

Tail wheel
All listed here
Nose wheel
Main gears

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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
150 m
175 m
160 m

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Airport Engineering
The lift off distance is the distance along the centre of the runway between the starting point and

End of the runway
Point where air craft attains a height of 10.7 m
Point where air craft becomes air borne
End of stop-way

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Airport Engineering
According to I.C.A.O. the recommended length of air ports is decided on

Sea level elevation
Standard sea level temperature (15°C)
Effective gradient percentage
All listed here

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Airport Engineering
Beaufort scale is used to determine

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

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Airport Engineering
The reduced level of the proposed site of an air port is 2500 m above M.S.L. If the recommended length by I.C.A.O. for the runway at sea level is 2500 m, the required length of the runway is

3000 m
2500 m
3250 m
3725 m

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