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Airport Engineering

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

172.5 m
152.5 m
162.5 m
145 m

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Airport Engineering
Maximum gross takeoff weight of an aircraft is

Equal to the maximum structural landing weight
Equal to the empty operating weight plus the payload
More than the maximum structural landing weight
Less than the maximum structural landing weight

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Airport Engineering
The threshold markings are

1 m clear space between adjacent
Placed symmetrically on either side of the runway centre line
All listed here
4 m wide

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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
150 m
160 m

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Airport Engineering
Conical surface of the approach area rises outwards

1 in 20
1 in 10
1 in 15
1 in 25

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Airport Engineering
For the taxiways, the following statement is true

The maximum longitudinal grade is 3%
The permissible rate of change of grade is 1%
The permissible transverse grade is 1.5%
All listed here

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