Railway Airport and Harbour Engineering MCQs 2026

50 questions with detailed answers · 23 from past papers · 5 quiz batches available

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Page 1 of 1Questions 1–10 of 50
  1. Q1Past Paper · PPSC/FPSC/NTSeasy

    Standard gauge for Pakistan Railways is

    1. A1676 mm
    2. B1435 mm
    3. C1000 mm
    4. D762 mm
    💡 Explanation:

    Broad gauge 5 ft 6 in is standard on Pakistan main lines

  2. Q2Past Paper · PPSC/FPSC/NTSeasy

    Metre gauge corresponds to track width of

    1. A1676 mm
    2. B1000 mm
    3. C1435 mm
    4. D2000 mm
    💡 Explanation:

    Metre gauge used on some branch lines historically

  3. Q3Past Paper · PPSC/FPSC/NTSeasy

    Cant or superelevation on railway curves compensates

    1. AWind on harbour walls
    2. BDam uplift pressure
    3. CBuilding live load
    4. DCentrifugal force on rolling stock
    💡 Explanation:

    Rail cant balances lateral force at equilibrium speed

  4. Q4medium

    Transition curve on railways allows

    1. AGradual introduction of cant and curvature
    2. BSudden track fracture
    3. CElimination of sleepers
    4. DRemoval of ballast
    💡 Explanation:

    Easement curve reduces jerk entering circular curve

  5. Q5Past Paper · PPSC/FPSC/NTSeasy

    Turnout or points enable

    1. AAircraft crosswind correction
    2. BHarbour dredging
    3. CTrains to move from one track to another
    4. DDam grouting
    💡 Explanation:

    Switch and crossing divert trains to siding or loop

  6. Q6Past Paper · PPSC/FPSC/NTSeasy

    Ballast on railway track provides

    1. AOnly decorative cover
    2. BDrainage elasticity and load distribution
    3. COnly electrical insulation always
    4. DOnly paint protection
    💡 Explanation:

    Crushed stone ballast supports sleepers and drains water

  7. Q7Past Paper · PPSC/FPSC/NTSmedium

    Concrete sleepers offer advantage of

    1. ALonger life and better track stability
    2. BZero cost always
    3. CNo fastening needed ever
    4. DFloating without ballast
    💡 Explanation:

    PSC sleepers resist decay compared to wood in Pakistan climate

  8. Q8hard

    Railway track modulus depends on

    1. AOnly wind rose
    2. BOnly tide range
    3. CBallast sleeper and subgrade stiffness
    4. DOnly runway length
    💡 Explanation:

    Track system stiffness affects maintenance and speed

  9. Q9medium

    Maximum permissible speed on curve reduces with

    1. AWider harbour berth
    2. BHigher dam freeboard
    3. CLarger building setback
    4. DSharper curve radius
    💡 Explanation:

    Curve speed limited by cant deficiency and safety

  10. Q10easy

    Railway alignment in plains prioritizes

    1. AMaximum vertical drop
    2. BMinimum curvature and gradient
    3. CZero drainage
    4. DMaximum number of reverse curves
    💡 Explanation:

    Economical alignment avoids unnecessary earthwork

  11. Q11Past Paper · PPSC/FPSC/NTSmedium

    Runway orientation at airports uses

    1. AWind rose to minimize crosswind
    2. BRailway cant diagram
    3. CDam phreatic line
    4. DSewer I/I chart
    💡 Explanation:

    Runways aligned with prevailing winds for safe operations

  12. Q12Past Paper · PPSC/FPSC/NTSmedium

    Crosswind component affects

    1. ARailway sleeper spacing
    2. BAircraft takeoff and landing safety
    3. CHarbour fender only
    4. DDam gallery width
    💡 Explanation:

    Strong crosswinds limit aircraft control near ground

  13. Q13Past Paper · PPSC/FPSC/NTShard

    Runway length requirements depend on

    1. AOnly paint colour
    2. BOnly terminal architecture
    3. COnly baggage carousel
    4. DAircraft type elevation and temperature
    💡 Explanation:

    Performance charts account for altitude and heat in Pakistan

  14. Q14Past Paper · PPSC/FPSC/NTSeasy

    ICAO standards govern

    1. AOnly railway turnout angle
    2. BOnly harbour dredging contract
    3. CInternational civil aviation design
    4. DOnly dam spillway
    💡 Explanation:

    Pakistani airports follow ICAO annexes for safety

  15. Q15easy

    Taxiway connects

    1. ADam intake with penstock
    2. BRunway with terminal aprons
    3. CRail station with harbour
    4. DSewer manhole with grit chamber
    💡 Explanation:

    Taxiways route aircraft on ground

  16. Q16easy

    Apron area at airport accommodates

    1. ARailway marshalling
    2. BBreakwater armour
    3. COxidation pond
    4. DAircraft parking and ground servicing
    💡 Explanation:

    Apron supports passenger boarding and fueling

  17. Q17medium

    Railway rail section IS standard weight relates to

    1. AHarbour fender rubber grade
    2. BRunway marking paint
    3. CBuilding brick strength
    4. DLoad carrying and stiffness
    💡 Explanation:

    Heavier rail sections used on main lines

  18. Q18hard

    Airfield pavement design uses

    1. AOnly CBR for highways only
    2. BOnly railway track modulus only
    3. CFAA or ICAO ACN-PCN method
    4. DOnly harbour block size only
    💡 Explanation:

    Aircraft gear loads govern pavement thickness

  19. Q19medium

    Harbour entrance orientation minimizes

    1. AWave penetration into basin
    2. BRail noise only
    3. CRunway crosswind only always
    4. DBuilding solar gain only
    💡 Explanation:

    Entrance alignment reduces downtime from swell

  20. Q20Past Paper · PPSC/FPSC/NTSmedium

    Railway subgrade in Pakistan requires

    1. AOnly airport lighting
    2. BOnly harbour fender
    3. COnly dam curtain
    4. DCompaction and drainage against monsoon
    💡 Explanation:

    Poor drainage causes track settlement in rains

  21. Q21medium

    Runway end safety area provides

    1. ARail buffer stop only location
    2. BHarbour anchor zone only
    3. CBuffer beyond threshold for overruns
    4. DDam stilling basin only
    💡 Explanation:

    RESA reduces damage if aircraft undershoots

  22. Q22hard

    Dolphin structure in harbour supports

    1. ARailway signals
    2. BMooring lines or fender systems
    3. CRunway ILS
    4. DDam penstock
    💡 Explanation:

    Dolphins stand in water away from quay edge

  23. Q23medium

    Wind shear near airports is hazardous during

    1. ARail shunting only
    2. BLanding and takeoff phases
    3. CHarbour painting only
    4. DDam inspection only
    💡 Explanation:

    Sudden wind change causes aircraft control problems

  24. Q24easy

    Jetty extends

    1. AFrom shore into water for berthing
    2. BFrom dam into reservoir only
    3. CFrom runway into taxiway
    4. DFrom station into yard
    💡 Explanation:

    Piers and jetties reach deeper water

  25. Q25Past Paper · PPSC/FPSC/NTSeasy

    Pakistan Railways main line connects

    1. AOnly Gwadar to Skardu by air
    2. BKarachi to Peshawar via Lahore
    3. COnly harbour to dam
    4. DOnly airport to metro
    💡 Explanation:

    Main line is backbone of freight and passenger rail

  26. Q26medium

    Sleeper density affects

    1. ARunway friction only
    2. BHarbour tide only
    3. CTrack stiffness and maintenance interval
    4. DBuilding egress width
    💡 Explanation:

    More sleepers per length improve load spread

  27. Q27Past Paper · PPSC/FPSC/NTShard

    Railway creep is

    1. AHarbour wave creep
    2. BAircraft taxi creep
    3. CBuilding thermal creep only in structures
    4. DLongitudinal movement of rails under traffic
    💡 Explanation:

    Creep managed by anchors and regular maintenance

  28. Q28medium

    Turning basin in harbour allows

    1. AVessel rotation before berthing
    2. BTrain reversal on main line
    3. CAircraft U-turn on runway
    4. DDam gate operation
    💡 Explanation:

    Circular water area for large ship maneuvers

  29. Q29hard

    Airport obstacle limitation surfaces protect

    1. AHarbour dredge pipeline only
    2. BApproach and departure airspace
    3. CRail telegraph only
    4. DDam gallery only
    💡 Explanation:

    OLS restrict building heights near aerodromes

  30. Q30easy

    Railway station yard includes

    1. ARunway threshold bars
    2. BBreakwater crown
    3. CDam spillway gates
    4. DSidings loops and shunting tracks
    💡 Explanation:

    Marshalling yards sort wagons for destination

  31. Q31hard

    Mooring bollard capacity must exceed

    1. ADesign mooring line load
    2. BOnly aircraft weight
    3. COnly train weight
    4. DOnly crane dead load
    💡 Explanation:

    Bollards secure vessels against wind and current

  32. Q32medium

    Quay wall retains

    1. ARailway embankment only
    2. BRunway shoulder only
    3. CLand behind berth edge
    4. DDam abutment only
    💡 Explanation:

    Vertical or bulkhead wall supports port backfill

  33. Q33Past Paper · PPSC/FPSC/NTSmedium

    Harbour silting is caused mainly by

    1. ASediment transport from rivers and littoral drift
    2. BRailway axle load
    3. CRunway jet blast
    4. DBuilding dead load
    💡 Explanation:

    River mouths like Indus delta contribute harbour silt

  34. Q34medium

    Precision approach path indicator PAPI shows

    1. ARail cant deficiency
    2. BCorrect glide path to pilots
    3. CHarbour tidal current
    4. DDam seepage rate
    💡 Explanation:

    Visual aid for safe landing approach

  35. Q35medium

    Runway gradient limit per ICAO is about

    1. A10 percent
    2. B20 percent
    3. C0 percent only
    4. D1 to 1.5 percent maximum
    💡 Explanation:

    Excessive longitudinal slope affects aircraft operations

  36. Q36hard

    Airport reference temperature affects

    1. ARail ballast gradation
    2. BHarbour dredge pump
    3. CAircraft climb performance
    4. DDam sediment trap
    💡 Explanation:

    Hot days reduce engine thrust and lift at Pakistani airports

  37. Q37Past Paper · PPSC/FPSC/NTSeasy

    Railway level crossing safety requires

    1. ANo protection ever
    2. BOnly harbour lights
    3. COnly runway PAPI
    4. DSignals and barriers where warranted
    💡 Explanation:

    Protected crossings reduce road-train collisions in Pakistan

  38. Q38medium

    Minimum railway curve radius affects

    1. AHarbour tide table only
    2. BAirport wind rose only
    3. CSpeed and construction cost
    4. DBuilding FAR only
    💡 Explanation:

    Tighter curves need speed restrictions and superelevation

  39. Q39medium

    Railway gauge widening on curves prevents

    1. AShip listing at berth
    2. BFlange binding on inner rail
    3. CAircraft yaw on runway
    4. DBuilding settlement
    💡 Explanation:

    Curve widening accommodates rigid wheelbase

  40. Q40easy

    Railway fish plate joins

    1. ATwo rail sections in track
    2. BHarbour fender panels
    3. CRunway concrete slabs
    4. DDam monoliths
    💡 Explanation:

    Fish plates and bolts maintain rail continuity

  41. Q41Past Paper · PPSC/FPSC/NTSmedium

    Gwadar port significance includes

    1. AOnly local fishing boats
    2. BDeep sea access and CPEC trade route
    3. COnly railway workshop
    4. DOnly airport hangar
    💡 Explanation:

    Gwadar provides strategic maritime gateway

  42. Q42Past Paper · PPSC/FPSC/NTSeasy

    Karachi Port and Port Qasim serve

    1. AOnly inland rail freight
    2. BOnly domestic flights
    3. CMajor seaborne trade of Pakistan
    4. DOnly irrigation canals
    💡 Explanation:

    Southern ports handle bulk import/export cargo

  43. Q43medium

    Navigation channel width depends on

    1. ARailway wagon length only
    2. BAircraft wingspan on apron only
    3. CBuilding floor height
    4. DVessel size and maneuvering requirements
    💡 Explanation:

    Channel dimensions safe for largest design vessel

  44. Q44medium

    Fender system protects

    1. ABerth structure and vessel hull during mooring
    2. BRailway fish plates
    3. CRunway edge lights only
    4. DDam grout curtain
    💡 Explanation:

    Rubber or timber fenders absorb berthing energy

  45. Q45Past Paper · PPSC/FPSC/NTSmedium

    Tidal range affects harbour design by

    1. ASetting railway gauge
    2. BChoosing runway ILS only
    3. CDesigning building HVAC
    4. DControlling depth and lock gates if any
    💡 Explanation:

    Large tides need longer berths and tidal basins

  46. Q46Past Paper · PPSC/FPSC/NTSeasy

    Berth is

    1. APlace where vessel moors for loading/unloading
    2. BRailway platform for passengers
    3. CAircraft parking stand only
    4. DDam stilling basin
    💡 Explanation:

    Berths equipped with fenders and cargo handling

  47. Q47Past Paper · PPSC/FPSC/NTSeasy

    Dredging in harbour maintains

    1. ARailway cant excess
    2. BRequired navigation channel depth
    3. CRunway cross slope only
    4. DDam freeboard only
    💡 Explanation:

    Sedimentation reduces depth requiring periodic dredging

  48. Q48Past Paper · PPSC/FPSC/NTSmedium

    Rubble mound breakwater uses

    1. AOnly rail steel
    2. BOnly bitumen mix
    3. CQuarry stone and core material
    4. DOnly fresh timber sleepers
    💡 Explanation:

    Armour layers dissipate wave energy at Pakistani ports

  49. Q49Past Paper · PPSC/FPSC/NTSeasy

    Breakwater in harbour protects

    1. ABasin from wave action
    2. BRailway track from rain
    3. CRunway from crosswind only
    4. DBuilding from live load
    💡 Explanation:

    Breakwaters create calm water for berthing

  50. Q50Past Paper · PPSC/FPSC/NTSeasy

    Karachi Jinnah International airport serves as

    1. ARailway freight yard only
    2. BHarbour coal terminal only
    3. CMajor hub for Pakistan aviation
    4. DDam site camp only
    💡 Explanation:

    KHI is busiest airport handling international traffic