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Airport Engineering

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 6
1 in 7
1 in 5
1 in 4

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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

0.003
0.002
0.001
0.004

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

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

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Airport Engineering
The landing and takeoff of the air craft is made against the direction of wind. In no case the centre line of the runway should make an angle with the wind direction exceeding

10°
20°
40°
30°

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Airport Engineering
The length of a runway under standard atmospheric conditions is 1800 m. If the actual reduced level of the site is 1200 m, the design length of the runway is

2460 m
2660 m
2360 m
2560 m

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

5 m
3 m
1 m
4 m

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