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Airport Engineering

Airport Engineering
As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are

300
3000
Unrestricted
Zero

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

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

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Airport Engineering
Total correction for elevation, temperature and gradient for a runway should not be more than

0.25
0.2
0.15
0.35

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Airport Engineering
The fuse large includes

All listed here
Tail of aircraft
Pilot's cabin
Passengers chamber

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

Asphaltic concrete
Plain concrete
All listed here
Rubberised tar concrete

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Airport Engineering
For determining the basic runway length, the landing case requires that aircraft should come to a stop within p % of the landing distance. The value of p is

0.4
0.5
0.75
0.6

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