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.Management Sciences
Category: Airport Engineering
As per ICAO, for A, B, and C type of airports, maximum effective, transverse and longitudinal grades in percentage respectively are______________?
A. 1.0, 1.5 and 1.5
B. 1.0, 1.5 and 2.0
C. 1.5, 1.5 and 2.0
D. 2.0, 2.0 and 2.0
Assertion A: The width of a taxiway is smaller than the runway width. Reason R : The speed of the aircraft on a taxiway is greater than that on runway.?
Select your answer based on coding system given below
A. Both A and R are true and R is the correct explanation of A
B. Both A and R are 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
Zero fuel weight of an aircraft is_________________?
A. equal to empty operating weight
B. equal to maximum landing weight
C. less than empty operating weight
D. equal to sum of empty operating weight and the maximum pay load
Castor angle is defined as the angle______________?
A. formed by the longitudinal axis of the aircraft and the direction of movement of the nose gear
B. between the direction of wind and the longitudinal axis of the runway
C. between the true speed of the aircraft and the crosswind component
D. between the horizontal and the fuselage axis
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
The width and interval of transverse centre line bars along the extended centre line of runway, in approach lighting system are_________________?
A. 3 m and 30 m
B. 4.2 m and 30 m
C. 4.2 m and 50 m
D. 3 m and 45 m
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
As per ICAO, for airports serving big aircrafts, the crosswind component should not exceed_________________?
A. 15 kmph
B. 25 kmph
C. 35 kmph
D. 45 kmph
Which of the following is an example of failure in flexible pavements ?
A. Alligator cracking
B. Mud pumping
C. Warping cracks
D. Shrinkage cracks
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