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Airport Engineering

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

B 2
G 7
B 3
A 1

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Airport Engineering
The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be

2500 m
2600 m
2800 m
2700 m

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Airport Engineering
As per ICAO, for airports serving big aircrafts, the crosswind component should not exceed

35 kmph
45 kmph
25 kmph
15 kmph

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Airport Engineering
The lift off distance is the distance along the centre of the runway between the starting point and

Point where air craft attains a height of 10.7 m
End of the runway
End of stop-way
Point where air craft becomes air borne

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Airport Engineering
To cope up high temperature of 196°C, the taxi ways and aprons are constructed with

Rubberised tar concrete
Asphaltic concrete
All listed here
Plain concrete

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Airport Engineering
The cruising speed of the aircraft is 500 kmph. If there is a head wind of 50 kmph, then the air speed and ground speed of the aircraft respectively will be

500 kmph and 450 kmph
500 kmph and 500 kmph
450 kmph and 500 kmph
450 kmph and 450 kmph

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