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Airport Engineering

Airport Engineering
Pick up the component not applicable to aeroplanes

Engines
Air screw
Wings
None of these

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Airport Engineering
The slope of the transitional surface for A, B and C type of runway shall be

0.048611111111111
0.05
0.045138888888889
0.046527777777778

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Airport Engineering
For determining the basic runway length, the landing case requires that aircraft should come to a stop within p % of the landing distance. The value of p is

0.6
0.5
0.75
0.4

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Airport Engineering
To cope up high temperature of 196°C, the taxi ways and aprons are constructed with

Asphaltic concrete
All listed here
Plain concrete
Rubberised tar concrete

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

0.043055555555556
0.069444444444444
0.047222222222222
0.045138888888889

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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

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

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