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Airport Engineering

Airport Engineering
International Civil Aviation Organization (I.C.A.O.) was set up at Montreal (Canada), in

1950
1947
1929
1939

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

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

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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

3250 m
2500 m
3725 m
3000 m

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Airport Engineering
For determining the basic runway length, the landing case requires that aircraft should come to a stop within p % of the landing distance. The value of p is

0.4
0.6
0.5
0.75

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

50 m
75 m
25 m
100 m

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