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Airport Engineering

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

Black
Green
Yellow
Red

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Airport Engineering
The length of runway is increased per 300 m rise above M.S.L.

0.04
0.03
0.07
0.05

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Airport Engineering
The lift off distance is the distance along the centre of the runway between the starting point and

End of the runway
End of stop-way
Point where air craft attains a height of 10.7 m
Point where air craft becomes air borne

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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

0.001
0.003
0.002
0.004

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Airport Engineering
The slope of the obstruction clearance line from the boundary of the heliport should be

0.043055555555556
0.047222222222222
0.045138888888889
0.069444444444444

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

B 3
G 7
A 1
B 2

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MORE MCQ ON Airport Engineering

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