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Airport Engineering

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

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

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Airport Engineering
For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is

25 m
75 m
50 m
100 m

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Airport Engineering
If lift off distance of an craft is 2000 m, the clear way at the end of the runway should not be less than

152.5 m
162.5 m
172.5 m
145 m

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Airport Engineering
According to I.C.A.O. all markings on the runways are painted white and on taxiways

Green
Black
Yellow
Red

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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

140 m
160 m
150 m
175 m

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Airport Engineering
Beaufort scale is used to determine

Direction of winds
Strength of winds
None of these
Height of air-crafts

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