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What is the correct answer?

4

Pick up the correct statement from the following:

A. The centre line of the approach area coincides with that of the runway

B. Approach areas are measured in horizontal surfaces

C. Obstruction clearance surface and approach surface are same

D. All the above

Correct Answer :

D. All the above


Related Questions

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4

The length of clear zone for none instrument runway of a small aircraft is

A. 150 m

B. 300 m

C. 600 m

D. 750 m

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4

Pick up the correct statement from the following:

A. Tar concrete pavements are suitable if fuel spillage occurs

B. Rubberised tar concrete hot blast as well as spillage

C. Epoxy asphalt concrete sets in very small time

D. All the above

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4

An aircraft is flying in an atmosphere of 30°C with a speed of 1260 km ph. Its speed is known as

A. Subsonic

B. Sonic

C. Super-sonic

D. Mach

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4

In approach areas of runways equipped with instrumental landing facilities any object within 4.5 km distance from runway end shall be considered as an obstruction if its height is more than

A. 20 m

B. 30 m

C. 45 m

D. 51 m

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4

Pick up the correct statement from the following:

A. F.I.R. stands for flight information regions

B. Radius of control area is 160 km

C. Radius of control zone is 40 km

D. All the above

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4

Assertion A : Airport capacity during IFR conditions is usually less than that during VFR conditions. Reason R: During clear weather condition (VFR), the aircrafts on final approach to runway can be spaced closer during poor visibility conditions. Select your answer based on the coding system given below:

A. Both A and R is true and R is the correct explanation of A

B. Both A and R is true but R is not the correct explanation of A

C. A is true but R is false

D. A is false but R is true

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4

The main disadvantage of angle nose out parking configuration of aircraft is that the

A. Aircraft rear loading door is far away from terminal building.

B. Hot blast is directed towards the terminal building

C. Overall apron area required is more

D. All the above

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4

Consider the following statements: Wind rose diagram is used for the purposes of
1. Runway orientation
2. Estimating the runway capacity
3. Geometric design of holding apron of these statements

A. 1 and 2 are correct

B. 2 and 3 are correct

C. 1 and 3 are correct

D. 1 alone is correct

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4

In an airport, if 4 groups of 5 gates each located well separated are considered for traffic and the future to present traffic ratio is 3, then the total requirement of future gates will be

A. 32

B. 36

C. 44

D. 68

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4

For the taxiways, the following statement is true

A. The maximum longitudinal grade is 3%

B. The permissible rate of change of grade is 1%

C. The permissible transverse grade is 1.5%

D. All the above

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4

Pick up the correct statement from the following:

A. The centre line of the approach area coincides with that of the runway

B. Approach areas are measured in horizontal surfaces

C. Obstruction clearance surface and approach surface are same

D. All the above

What is the correct answer?

4

If the monthly mean of average daily temperature for the hottest month of the year is 25°C and the monthly mean of the maximum daily temperature of the same month of the year is 46°C, the airport reference temperature is

A. 32°C

B. 35.5°C

C. 48°C

D. 25°C

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4

According to the International Civil Aviation Organisation (I.C.A.O.), the runway lengths of aerodromes, have been coded by

A. Seven English alphabets

B. Last Seven English alphabets

C. First Seven English alphabets

D. First seven natural numbers

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4

For supersonic transport aircraft, the minimum turning radius of taxiway is

A. 60 m

B. 120 m

C. 180 m

D. 240 m

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4

The total length of a runway is 1000 m. The elevation at distance 0,200 m, 400 m, 600 m, 800 m and 1000 m are 100.0 m, 99.2 m, 101.0 m, 101.8 m, 101.4 m and 101.0 m respectively. The effective gradient of runway will be.

A. 0.10 %

B. 0.26 %

C. 0.43 %

D. 0.65 %

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4

The coordinates of the ends of a runway are (5000, 5000) and (8000, 7000). The co-ordinates of another runway are (4600, 5100) and (7000, 5300). The co-ordinates of the A.R.P. are

A. (6500, 6000)

B. (5800, 5200)

C. (61500, 5600)

D. (8000, 7000)

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4

Maximum gross takeoff weight of an aircraft is

A. Equal to the maximum structural landing weight

B. Less than the maximum structural landing weight

C. More than the maximum structural landing weight

D. Equal to the empty operating weight plus the payload

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4

Pick up the correct statement from the following:

A. The speed of the aircraft relative to the ground, is called cruising speed

B. The speed of the aircraft relative to wind, is called air speed

C. When wind is blowing the direction of the flight, air speed is less than cruising speed

D. All the above

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4

Effective length of a runway is the distance between

A. Ends of the runway

B. Point of intersection of the obstruction clearance line and the extended plane of the runway surface, and the other end of the runway

C. Point of intersection of the glide path and the extended plane of the runway surface and the other end of the runway

D. Ends of the clear way on either side

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4

Two single runways may be arranged so as to have

A. L-shape

B. T-shape

C. X-shape

D. All the above

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4

The maximum value of the angle of turning of the nose gear large jet aircrafts, is limited to

A. 20°

B. 30°

C. 45°

D. 60°

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4

The size of landing area for multi engine helicopters operating under 1 FR conditions is

A. 22.5 m × 22.5 m

B. 30 m × 30 m

C. 22.5 m × 30 m

D. 60 m × 120 m

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4

According to the International Civil Aviation Organisation (I.C.A.O.) the strength of runway pavements, have been coded by

A. Seven English alphabets

B. Last Seven English alphabets

C. First Seven English alphabets

D. First seven numbers

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4

From the end of an instrumental runway, the approach surface rises outwards

A. 1 in 20

B. 1 in 30

C. 1 in 40

D. 1 in 50

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4

The height of the pilot's eye above the runway surface is assumed

A. 1 m

B. 3 m

C. 4 m

D. 5 m

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4

The capacity of parallel runway pattern depends upon

A. Weather conditions and navigational aids available

B. Lateral spacing between two runways and weather conditions

C. Lateral spacing between two runways and navigational aids available

D. Lateral spacing between two runways, weather conditions and navigational aids available.

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4

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

A. Improper compaction of sub-grade

B. Impact of heavy wheel loads

C. Punching effect

D. All the above

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4

Speed of

A. Sound at 0°C is 1190 kmph

B. Sound varies 2.4 kmph per degree centigrade rise in temperature

C. Sound at 0°C is called one Mach

D. All the above

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4

For night landing, the thresholds are lighted

A. Green

B. Red

C. White

D. Yellow

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4

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

A. Black

B. Red

C. Yellow

D. Green