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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
Main gears
Nose wheel

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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

3725 m
3000 m
3250 m
2500 m

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Airport Engineering
If the width of the approach area near the runway end is 150 m, the width of the approach area at a distance of 3 kilometers from runway end will be

1200 m
1000 m
1500 m
800 m

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

B 2
B 3
A 1
G 7

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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 5
1 in 6
1 in 4
1 in 7

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

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

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