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Airport Engineering

Airport Engineering
The thickness design of the pavement, is decided on the load carried by

Main gears
Nose wheel
Tail wheel
All listed here

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Airport Engineering
In Instrumental landing system, the middle markers are located

Along the extended centre line of runway end
About 1 km. ahead of the runway threshold
At the runway threshold
About 7 km. ahead of the runway threshold

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Airport Engineering
As per ICAO recommendation, the rate of change of longitudinal gradient per 30 m length of vertical curve for A and B type of airports is limited to a maximum of

0.003
0.002
0.001
0.004

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

0.25
0.35
0.15
0.2

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Airport Engineering
Zero fuel weight of an aircraft is:

Equal to empty operating weight
Equal to sum of empty operating weight and the maximum pay load
Less than empty operating weight
Equal to maximum landing weight

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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
100 m
50 m

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