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:

Airport Engineering
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 is true but R is false

A is false but R is true

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

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

A is true but R is false

A is false but R is true

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

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

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Airport Engineering
The length of a runway under standard atmospheric conditions is 1800 m. If the actual reduced level of the site is 1200 m, the design length of the runway is

2560 m

2460 m

2360 m

2660 m

2560 m

2460 m

2360 m

2660 m

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Airport Engineering
Zero fuel weight of an aircraft is:

Equal to sum of empty operating weight and the maximum pay load

Less than empty operating weight

Equal to empty operating weight

Equal to maximum landing weight

Equal to sum of empty operating weight and the maximum pay load

Less than empty operating weight

Equal to empty operating weight

Equal to maximum landing weight

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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

2600 m

2700 m

2800 m

2500 m

2600 m

2700 m

2800 m

2500 m

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

Rubberised tar concrete

Asphaltic concrete

All listed here

Plain concrete

Rubberised tar concrete

Asphaltic concrete

All listed here

Plain concrete

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Airport Engineering
The bearing of the runway at threshold is 290°, the runway number is

290°

29°

N 70° W

W 20° N

290°

29°

N 70° W

W 20° N

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Airport Engineering

Airport Engineering The length of a runway under standard atmospheric conditions is 1800 m. If the actual reduced level of the site is 1200 m, the design length of the runway is

Airport Engineering Zero fuel weight of an aircraft is:

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

Airport Engineering The bearing of the runway at threshold is 290°, the runway number is

Airport Engineering
The length of a runway under standard atmospheric conditions is 1800 m. If the actual reduced level of the site is 1200 m, the design length of the runway is

Airport Engineering
Zero fuel weight of an aircraft is:

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

Airport Engineering
The bearing of the runway at threshold is 290°, the runway number is