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Airport Engineering

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

0.5
0.6
0.4
0.75

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Airport Engineering
Maximum gross takeoff weight of an aircraft is

Equal to the empty operating weight plus the payload
More than the maximum structural landing weight
Equal to the maximum structural landing weight
Less than the maximum structural landing weight

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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

3000
300
Zero
Unrestricted

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Airport Engineering
The threshold markings are

4 m wide
All listed here
Placed symmetrically on either side of the runway centre line
1 m clear space between adjacent

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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
2700 m
2800 m
2600 m

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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 4
1 in 7
1 in 6

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