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Home⇒ Engineering⇒
Airport engineering
1-Dont try to cram or spend more time here just read it fast and cover syllabus then practice MCQ's cheptor of same topic to check your progress. . |
2-Wrong options are also given but dont concentrate there, Right answer is in bold format. |
Q21 ⇒ The centre to centre spacing of heliport lighting along the periphery of landing and take off area should be 7.5 m [other wrong options] [Discuss in forum] 2.5 m 5.0 m 10.0 m |
Q22 ⇒ The slope of the obstruction clearance line from the boundary of the heliport should be 1:8 [other wrong options] [Discuss in forum] 1:2 1:5 1:40 |
Q23 ⇒ 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 is true but R is false [other wrong options] [Discuss in forum] Both A and R are true and R is the correct explanation of A Both A and R are true but R is not the correct explanation of A A is false but R is true |
Q24 ⇒ For supersonic transport aircraft, the minimum turning radius of taxiway is 180 m [other wrong options] [Discuss in forum] 60 m 120 m 240 m |
Q25 ⇒ Which of the following is an example of failure in flexible pavements ? Alligator cracking [other wrong options] [Discuss in forum] Mud pumping Warping cracks Shrinkage cracks |
Q26 ⇒ The main disadvantage of angle nose out parking configuration of aircraft is that the hot blast is directed towards the terminal building [other wrong options] [Discuss in forum] aircraft rear loading door is far away from terminal building. overall apron area required is more all the above |
Q27 ⇒ Which of the following is used for servicing and repairs of the aircraft ? Hanger [other wrong options] [Discuss in forum] Apron Terminal building holding apron |
Q28 ⇒ The slope of the transitional surface for A, B and C type of runway shall be 1:7 [other wrong options] [Discuss in forum] 1:5 1:10 1:12 |
Q29 ⇒ The length of clear zone for none instrument runway of a small aircraft is 300 m [other wrong options] [Discuss in forum] 150 m 600 m 750 m |
Q30 ⇒ 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 30 m [other wrong options] [Discuss in forum] 20 m 45 m 51 m |
Q31 ⇒ Maximum gross take-off weight of an aircraft is more than the maximum structural landing weight [other wrong options] [Discuss in forum] equal to the maximum structural landing weight less than the maximum structural landing weight equal to the empty operating weight plus the payload |
Q32 ⇒ geometric design of holding apron Of these statements 1 alone is correct [other wrong options] [Discuss in forum] 1 and 2 are correct 2 and 3 are correct 1 and 3 are correct |
Q33 ⇒ In an airport, if 4 groups of 5 gates each located well-separated are considered for traffic and the future to present traffic ratio is 3, then the total requirement of future gates will be 36 [other wrong options] [Discuss in forum] 32 44 68 |
Q34 ⇒ Castor angle is defined as the angle formed by the longitudinal axis of the aircraft and the direction of movement of the nose gear [other wrong options] [Discuss in forum] between the direction of wind and the longitudinal axis of the runway between the true speed of the aircraft and the crosswind component between the horizontal and the fuselage axis |
Q35 ⇒ The runway length after correcting for elevation and temperature is 2845 m. If the effective gradient on runway is 0.5 percent then the revised runway length will be 3030 m [other wrong options] [Discuss in forum] 2845 m 2910 m 3130m |
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