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Airport Engineering

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

All listed here
Tail wheel
Main gears
Nose wheel

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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

800 m
1200 m
1000 m
1500 m

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Airport Engineering
The height of the pilot's eye above the runway surface is assumed

5 m
4 m
1 m
3 m

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Airport Engineering
According to the International Civil Aviation Organization (I.C.A.O.) the strength of runway pavements, have been coded by

First seven numbers
First Seven English alphabets
Seven English alphabets
Last Seven English alphabets

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Airport Engineering
Geometric design of holding apron of these statements

1 and 2 are correct
2 and 3 are correct
1 alone is correct
1 and 3 are correct

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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

0.002
0.001
0.004
0.003

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