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Airport Engineering

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

B 3
B 2
A 1
G 7

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Airport Engineering
Two single runways may be arranged so as to have

All listed here
T-shape
X-shape
L-shape

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Airport Engineering
The centre to centre spacing of heliport lighting along the periphery of landing and takeoff area should be

7.5 m
2.5 m
5.0 m
10.0 m

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Airport Engineering
Geometric design of holding apron of these statements

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

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Airport Engineering
For the proposed runway stated in if the aerodrome reference temperature is 17.2°, the net designed length of the runway is

3016 m
2916 m
2716 m
2816 m

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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

Unrestricted
300
3000
Zero

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