Airport Engineering MCQs – Most Competitive Civil Engineering MCQs Latest

Airport Engineering MCQs – Most Competitive Civil Engineering MCQs Latest

This post is comprising of latest “Civil Engineering MCQs – Airport Engineering MCQs“. Here you’ll get latest civil engineering mcqs for written test, interview with answers. If you want to improve your knowledge regarding civil engineering then read these mcqs of Design of Steel Structures.

Latest Civil Engineering MCQs

By practicing these MCQs of Civil Engineering MCQs – Airport Engineering Mcqs, an individual for exams performs better than before. This post comprising of civil engineering objective questions and answers related to Airport Engineering Mcqs“. As wise people believe “Perfect Practice make a Man Perfect”. It is therefore practice these mcqs of civil engineering to approach the success. Tab this page to check “Latest Airport Engineering Mcqs” for the preparation of competitive mcqs, FPSC mcqs, PPSC mcqs, SPSC mcqs, KPPSC mcqs, AJKPSC mcqs, BPSC mcqs, NTS mcqs, PTS mcqs, OTS mcqs, Atomic Energy mcqs, Pak Army mcqs, Pak Navy mcqs, CTS mcqs, ETEA mcqs and others.

Latest Airport Engineering Mcqs

The most occurred mcqs of Airport Engineering in past papers. Past papers of Airport Engineering Mcqs. Past papers of Airport Engineering Mcqs . Mcqs are the necessary part of any competitive / job related exams. The Airport Engineering Mcqs having specific numbers in any written test. It is therefore everyone have to learn / remember the related Airport Engineering Mcqs. The Important series of Airport Engineering Mcqs are given below:

An airport has 4 gates. If the weighted average gate occupancy time is 30 minutes and gate utilisation factor is 0.5, then the capacity of the gate will be___________________?

A. 2 aircrafts per hour
B. 1 aircraft per hour
C. 4 aircrafts per hour
D. 16 aircrafts per hour

The engine failure case for determining the basic runway length may require________________?

A. only stop way
B. only clearway
C. either a clearway or a stopway
D. either a clearway or a stopway or both

If the monthly mean of average daily temperature for the hottest month of the year is 25° C and the monthly mean of the maximum daily temperature of the same month of the year is 46° C, the airport reference temperature is____________________?

A. 35.5°C
B. 32°C
C. 48°C
D. 25°C

Strength of Materials MCQs – Civil Engineering

As per ICAO recommendation, the rate of change of longitudinal gradient per 30 m length of vertical curve for A and B type of airports is limited to a maximum of__________________?

A. 0.1%
B. 0.3%
C. 0.2%
D. 0.4%

As per International Civil Aviation Organization (ICAO) recommendation, minimum width of safety area for instrumental runway should be_________________?

A. 150 m
B. 78 m
C. 300 m
D. 450 m

The minimum width of clearway is_______________?

A. 100 m
B. 50 m
C. 150 m
D. 250 m

The total length of a runway is 1000 m. The elevation at distance 0,200 m, 400 m, 600 m, 800 m and 1000 m are 100.0 m, 99.2 m, 101.0 m, 101.8 m, 101.4 m and 101.0 m respectively. The effective gradient of runway will be______________?

A. 0.43%
B. 0.26%
C. 0.10%
D. 0.65%

The capacity of parallel runway pattern depends upon______________?

A. lateral spacing between two runways and weather conditions
B. weather conditions and navigational aids available
C. lateral spacing between two runways and navigational aids available
D. lateral spacing between two runways, weather conditions and navigational aids available

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. 1.5, 1.5 and 2.0
C. 1.0, 1.5 and 2.0
D. 2.0, 2.0 and 2.0

MCQs of Civil Engineering Latest

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________________?

A. 2600 m
B. 2500 m
C. 2700 m
D. 2800 m

Zero fuel weight of an aircraft is_________________?

A. equal to maximum landing weight
B. equal to empty operating weight
C. less than empty operating weight
D. equal to sum of empty operating weight and the maximum pay load

As per ICAO, for airports serving big aircrafts, the crosswind component should not exceed_________________?

A. 25 kmph
B. 15 kmph
C. 35 kmph
D. 45 kmph

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. 50%
B. 40%
C. 60%
D. 75%

Runway threshold is indicated by a series of parallel lines starting from a distance of_______________?

A. 10 m from runway end
B. 6 m from runway end
C. 3 m from runway end
D. 15 m from runway end

In Intrumental landing system, the middle markers are located___________________?

A. at the runway threshold
B. about 1 km. ahead of the runway threshold
C. along the extended centre line of runway end
D. about 7 km. ahead of the runway threshold

The centre to centre spacing of heliport lighting along the periphery of landing and take off area should be______________?

A. 5.0 m
B. 2.5 m
C. 7.5 m
D. 10.0 m

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 but R is not the correct explanation of A
B. Both A and R are true and R is the correct explanation of A
C. A is true but R is false
D. A is false but R is true

As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are__________________?

A. 3000
B. 300
C. Zero
D. Unrestricted

Theory Of Structures Mcqs Latest – Civil Engineering Mcqs

The slope of the transitional surface for A, B and C type of runway shall be_______________?

A. 1:10
B. 1:7
C. 1:5
D. 1:12

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. 45 m
B. 30 m
C. 20 m
D. 51 m

Engineering Economy MCQs – Civil Engineering

The main disadvantage of angle nose out parking configuration of aircraft is that the_______________?

A. overall apron area required is more
B. hot blast is directed towards the terminal building
C. aircraft rear loading door is far away from terminal building.
D. all the above

Which of the following factors are taken into account for estimating the runway length required for aircraft landing ?

1. Normal maximum temperature
2. Airport elevation
3. Maximum landing weight
4. Effective runway gradient

Select the correct answer using the codes given below Codes?

A. 1,3, and 4
B. 1,2,3 and 4
C. 2 and 3
D. 1,2 and 4

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_________________?

A. 2910 m
B. 2845 m
C. 3030 m
D. 3130 m

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______________?

A. 44
B. 36
C. 32
D. 68

Consider the following statements: Wind rose diagram is used for the purposes of_________________?

1. runway orientation
2. estimating the runway capacity
3. geometric design of holding apron

select the correct answer?

A. 2 and 3 are correct
B. 1 and 2 are correct
C. 1 and 3 are correct
D. 1 alone is correct

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 horizontal and the fuselage axis
D. between the true speed of the aircraft and the crosswind component

Maximum gross take-off weight of an aircraft is__________________?

A. less than the maximum structural landing weight
B. equal to the maximum structural landing weight
C. more than the maximum structural landing weight
D. equal to the empty operating weight plus the payload

Which of the following is used for servicing and repairs of the aircraft ?

A. Terminal building
B. Hanger
C. Apron
D. holding apron

Which of the following is an example of failure in flexible pavements ?

A. Alligator cracking
B. Warping cracks
C. Mud pumping
D. Shrinkage cracks

Waste Water Engineering MCQs – Civil Engineering MCQs

For supersonic transport aircraft, the minimum turning radius of taxiway is________________?

A. 60 m
B. 120 m
C. 180 m
D. 240 m

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. 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 false but R is true
D. A is true but R is false

The size of landing area for multiengined helicopters operating under 1FR conditions is______________?

A. 30 m x 30 m
B. 22.5 m x 22.5 m
C. 22.5 m x 30 m
D. 60 mx 120 m

The slope of the obstruction clearance line from the boundary of the heliport should be________________?

A. 1:5
B. 1:2
C. 1:8
D. 1:40

The width and interval of transverse centre line bars along the extended centre line of runway, in approach lighting system are_________________?

A. 4.2 m and 50 m
B. 4.2 m and 30 m
C. 3 m and 30 m
D. 3 m and 45 m

According to ICAO, all markings on the runways are___________________?

A. Black
B. White
C. Yellow
D. Red

Calm period is the percentage of time during which wind intensity is less than______________?

A. 8.0 kmph
B. 6.4 kmph
C. 4.8 kmph
D. 9.6 kmph

The cruising speed of the aircraft is 500 kmph. If there is a head wind of 50 kmph, then the air speed and ground speed of the aircraft respectively will be_________________?

A. 450 kmph and 500 kmph
B. 450 kmph and 400 kmph
C. 500 kmph and 450 kmph
D. 500 kmph and 500 kmph

As per ICAO, the minimum basic runway length for A and E type of airport will be________________?

A. 2100 m and 750 m
B. 1500 m and 600 m
C. 1500 m and 750 m
D. 2100 m and 600 m

The length of clear zone for none instrument runway of a small aircraft is________________?

A. 600 m
B. 300 m
C. 150 m
D. 750 m

Consider the following statements regarding iCAO recommendation for correction to basic runway length_________________?

1. The basic runway length should be increased at the rate of 7 percent per 300 m rise in elevation above the mean sea level
2. The basic runway length after having been corrected for elevation should be further increased at the rate of 1 percent for every 1°C rise in airport reference temperature above the standard atmospheric temperature at that elevation
3. The runway length after having been corrected for elevation and temperature should be further increased at the rate of 20% for every 1 percent of effective gradient

Select the correct statment

A. 1 and 2 are correct
B. 1 and 3 are correct
C. 2 and 3 are correct
D. 1,2 and 3 are correct

Assertion A : The ratio of arriving and departing aircrafts influences the airport capacity: Reason R :Landing operation is generally given priority over the taking off operation_________________?

Select your answer based on the 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 and R is not the correct explanation of A
C. A is false but R is true
D. A is true but R is false.

Airport Engineering MCQs – Most Competitive Civil Engineering MCQs Latest

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