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Airport Engineering Online Test – Paper 3

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

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  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
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1. Pick up the correct statement from the following

2 / 50

2. The ICAO has two governing bodies named

3 / 50

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

4 / 50

4. Annex 14 published by ICAO contains

5 / 50

5. Taxiway is located in between the

6 / 50

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

7 / 50

7. Holding aprons, run-up pads, or holding bays are placed adjacent to the ends of runways for

8 / 50

8. The types of hanger used for parking a large-size aircraft are called

9 / 50

9. If the visibility of the environment is less than 4 KNm then the pilot must follow

10 / 50

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

11 / 50

11. According to I.C.A.O., the slope of the transitional surface at right angles to the center line of the runway is kept

12 / 50

12. Runway surface strength of TIA is

13 / 50

13. The minimum basic runway length of class 'A' type airport is

14 / 50

14. Strength of runway pavement is expressed as

15 / 50

15. The National pride project concerned with an airport is

16 / 50

16. Nose hanger is used normally for the accommodation of

17 / 50

17. Pick up the correct statement from the following

18 / 50

18. The length of the runway is increased per 300 m rise above M.S.L.

19 / 50

19. For the proposed airport, the survey project provides

20 / 50

20. Classification of Airport by ICAO is based on

21 / 50

21. The WCB of the 1st and 2nd end of the runway are 80° and 260° respectively. Find the runway number indicated on the 1st end

22 / 50

22. Runway of the airport is designed by

23 / 50

23. The air is blowing at a speed of 75 knots in the direction of the aircraft flying at a ground speed of 775 knots. The airspeed of the aircraft is

24 / 50

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

25 / 50

25. If an aircraft is flying at a ground speed of 600 km/h in the air having a velocity of 100 km/h in the same direction, compute the airspeed of the aircraft

26 / 50

26. Aprons are serviced as:

27 / 50

27. The maximum value of the angle of turning of the nose gear for large jet aircraft is limited to

28 / 50

28. Pick up the component not applicable to airplanes

29 / 50

29. Normally, fuel provided in aircraft having a piston engine is

30 / 50

30. The meteorological condition that influences the size and location of an airport is

31 / 50

31. Pick up the incorrect statement from the following

32 / 50

32. In the premix asphalt concrete of airport pavement construction, the aggregate is also heated

33 / 50

33. Runway is designed on the basis of

34 / 50

34. The airplane of IAR was hijacked from Tribhuvan International Airport in

35 / 50

35. For the proposed runway stated in Q.55 if the aerodrome reference temperature is 17°C then the net designed length of the runway is

36 / 50

36. As the temperature of the airport increases, the runway length

37 / 50

37. Find the actual length of the runway if RL of the airport is 100 m and the basic length of the runway is 600m

38 / 50

38. As per ICAO recommendation, the minimum width of the safety area for instrumental runway should be:

39 / 50

39. In a very-density- airport, the characteristics load per landing gear in KN is:

40 / 50

40. Wing loading of an aircraft is

41 / 50

41. The cheapest mode of transport is

42 / 50

42. The runway orientation is made so that landing and takeoff are

43 / 50

43. The bearing of the 1st end of the straight runway is 90°. Find the runway number of the 1st end

44 / 50

44. For night landing, the thresholds are lighted

45 / 50

45. In question 58 along with RL100 m, If the temperature at the airport site is 20°C then find the Runway length

46 / 50

46. The total correction for elevation and temperature for the basic runway length should not be more than

47 / 50

47. For class A airport, the difference of reduced levels of the higher and lower edges of the conical surface is

48 / 50

48. International Civil Aviation Organization (I.C.A.O.) was set up at Montreal

49 / 50

49. ACN refers to

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50. The depressions and undulations in the pavement of the runway are caused due to

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