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Airport Engineering

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

B 2
B 3
G 7
A 1

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Airport Engineering
The total length of a runway is 1000 m. The elevation at distance 0,200 m, 400 m, 600 m, 800 m and 1000 m are 100.0 m, 99.2 m, 101.0 m, 101.8 m, 101.4 m and 101.0 m respectively. The effective gradient of runway will be.

0.0026
0.001
0.0065
0.0043

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Airport Engineering
If the width of the approach area near the runway end is 150 m, the width of the approach area at a distance of 3 kilometers from runway end will be

800 m
1500 m
1000 m
1200 m

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Airport Engineering
A gradient of + 0.08% is followed by a gradient of - 0.07%. If the permissible rate of change of grade is 0.003 per 30 meters, the length of the transition curve, is

175 m
140 m
160 m
150 m

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Airport Engineering
The reduced level of the proposed site of an air port is 2500 m above M.S.L. If the recommended length by I.C.A.O. for the runway at sea level is 2500 m, the required length of the runway is

2500 m
3000 m
3725 m
3250 m

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Airport Engineering
From the end of an instrumental runway, the approach surface rises outwards

1 in 50
1 in 20
1 in 30
1 in 40

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