Airport Engineering Part 2

Attempt Free Airport Engineering Part 2 Here. Read The Important Engineering MCQ From Below.

Q1. For determining the basic runway. length, the landing case requires that aircraft should come to a stop within p % of the landing distance. The value of p is
A. 40 %
B. 50%
C. 60%
D. 75%

Answer : C

Q2. According to ICAO, all markings on the runways are
A. Yellow
B. White
C. Black
D. Red

Answer : B

Airport Engineering Part 2

Q3. Runway threshold is indicated by a series of parallel lines starting from a distance of
A. 3 m from runway end
B. 6 m from runway end
C. 10 m from runway end
D. 15m from runway end

Answer : B

Q4. In Intrumental landing system, the middle markers are located
A. along the extended centre line of runway end
B. about 1 km. ahead of the runway threshold
C. at the runway threshold
D. about 7 km. ahead of the runway threshold

Answer : B

Q5. The size of landing area for multiengined helicopters operating under 1FR conditions is
A. 22.5 m x 22.5 m
B. 30 m x 30 m
C. 22.5 m x 30 m
D. 60 mx 120 m

Answer : D

Q6. The centre to centre spacing of heliport lighting along the periphery of landing and take off area should be
A. 2.5 m
B. 5.0 m
C. 7.5 m
D. 10.0 m

Answer : C

Airport Engineering Part 2

Q7. The slope of the obstruction clearance line from the boundary of the heliport should be
A. 1:2
B. 1:5
C. 1:8
D. 1:40

Answer : C

Q8. 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

Answer : C

Airport Engineering Part 2

Q9. For supersonic transport aircraft, the minimum turning radius of taxiway is
A. 60 m
B. 120 m
C. 180 m
D. 240 m

Answer : C

Q10. Which of the following is an example of failure in flexible pavements ?
A. Alligator cracking
B. Mud pumping
C. Warping cracks
D. Shrinkage cracks

Answer : A

Airport Engineering Part 2

Q11. 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

Answer : B

Q12. Which of the following is used for servicing and repairs of the aircraft ?
A. Apron
B. Hanger
C. Terminal building
D. holding apron

Answer : B

Q13. The slope of the transitional surface for A, B and C type of runway shall be
A. 1:5
B. 1:7
C. 1:10
D. 1:12

Answer : B

Airport Engineering Part 2

Q14. 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

Answer : B

Q15. 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

Answer : B