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Airport Engineering

Airport Engineering
The strength of winds is measured with the help of

Wind indicator
Beaufort scale
Barometers
None of these

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Airport Engineering
The maximum length and pavement strength of the runway is that of

A 1
B 3
B 2
G 7

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Airport Engineering
The main disadvantage of angle nose out parking configuration of aircraft is that the

Hot blast is directed towards the terminal building
Overall apron area required is more
Aircraft rear loading door is far away from terminal building
All listed here

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

0.046527777777778
0.048611111111111
0.045138888888889
0.05

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

1950
1939
1929
1947

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Airport Engineering
According to I.C.A.O. the slope of transitional surface at right angles to the centre line of runway, is kept

1 in 7
1 in 5
1 in 4
1 in 6

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