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Airport Engineering

Airport Engineering
As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are

300
Zero
3000
Unrestricted

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Airport Engineering
The fuse large includes

All listed here
Tail of aircraft
Pilot's cabin
Passengers chamber

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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
The depressions and undulations in the pavement, are caused due to

All listed here
Punching effect
Improper compaction of sub-grade
Impact of heavy wheel loads

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Airport Engineering
An airport has 4 gates. If the weighted average gate occupancy time is 30 minutes and gate utilization factor is 0.5, then the capacity of the gate will be

16 aircrafts per hour
4 aircrafts per hour
2 aircrafts per hour
1 aircraft per hour

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

Tail wheel
Nose wheel
All listed here
Main gears

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MORE MCQ ON Airport Engineering

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