The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be

Airport Engineering
The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be

2700 m

2600 m

2500 m

2800 m

2700 m

2600 m

2500 m

2800 m

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Airport Engineering
Geometric design of holding apron of these statements

2 and 3 are correct

1 alone is correct

1 and 3 are correct

1 and 2 are correct

2 and 3 are correct

1 alone is correct

1 and 3 are correct

1 and 2 are correct

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Airport Engineering
For the proposed runway stated in if the aerodrome reference temperature is 17.2°, the net designed length of the runway is

2716 m

3016 m

2916 m

2816 m

2716 m

3016 m

2916 m

2816 m

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Airport Engineering
The cruising speed of the aircraft is 500 kmph. If there is a head wind of 50 kmph, then the air speed and ground speed of the aircraft respectively will be

500 kmph and 450 kmph

450 kmph and 500 kmph

450 kmph and 450 kmph

500 kmph and 500 kmph

500 kmph and 450 kmph

450 kmph and 500 kmph

450 kmph and 450 kmph

500 kmph and 500 kmph

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Airport Engineering
Airport elevation is the reduced level above M.S.L. of

None of these

Control tower

Lowest point of the landing area

Highest point of the landing area

None of these

Control tower

Lowest point of the landing area

Highest point of the landing area

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Airport Engineering
Two single runways may be arranged so as to have

All listed here

X-shape

T-shape

L-shape

All listed here

X-shape

T-shape

L-shape

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Airport Engineering

Airport Engineering The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be

Airport Engineering Geometric design of holding apron of these statements

Airport Engineering For the proposed runway stated in if the aerodrome reference temperature is 17.2°, the net designed length of the runway is

Airport Engineering The cruising speed of the aircraft is 500 kmph. If there is a head wind of 50 kmph, then the air speed and ground speed of the aircraft respectively will be

Airport Engineering Airport elevation is the reduced level above M.S.L. of

Airport Engineering Two single runways may be arranged so as to have

Airport Engineering
The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be

Airport Engineering
Geometric design of holding apron of these statements

Airport Engineering
For the proposed runway stated in if the aerodrome reference temperature is 17.2°, the net designed length of the runway is

Airport Engineering
The cruising speed of the aircraft is 500 kmph. If there is a head wind of 50 kmph, then the air speed and ground speed of the aircraft respectively will be

Airport Engineering
Airport elevation is the reduced level above M.S.L. of

Airport Engineering
Two single runways may be arranged so as to have