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Airport Engineering

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

All listed here
Main gears
Nose wheel
Tail wheel

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Airport Engineering
As per ICAO, for A, B, and C type of airports, maximum effective, transverse and longitudinal grades in percentage respectively are

1.0, 1.5 and 1.5
2.0, 2.0 and 2.0
1.0, 1.5 and 2.0
1.5, 1.5 and 2.0

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Airport Engineering
The minimum width of clearway is

100 m
50 m
150 m
250 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
160 m
150 m
140 m

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Airport Engineering
The runway length after correcting for elevation and temperature is 2845 m. If the effective gradient on runway is 0.5 percent then the revised runway length will be

2845 m
2910 m
3030 m
3130 m

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Airport Engineering
As per ICAO, the minimum basic runway length for A and E type of airport will be

1500 m and 600 m
2100 m and 600 m
2100 m and 750 m
1500 m and 750 m

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