Assistant executive engineer (Civil) FPSC PWD Past paper 2020

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Past paper of FPSC

Post name= Assistant executive engineer (Civil)

Department: PWD

Post case number = F4-18/2020-R

Test held on = 04/10/2020

 

Compiled by: Engineer Ali Ejaz & Engineer Usman Iftikhar

Special Thanks to Engineer Syed Murtaza

 

Note: Errors and omissions are accepted

First 20 questions were from subject of English.

  1. A _________ is a projecting stone which is usually provided to serve as support for roof truss? Course, Cornice, Corbel or Frieze, None of these
  2. The strength of brick masonry in 1:6 c/s mortar is? 50 tonnes/m2
  3. To dam up the water in river, structure provided is? Weir
  4. The amount of water in stream is called? Run off, streamflow, discharge, all
  5. Water falling in any form is called? Precipitation
  6. Barrage is? Gated weir to raise water level
  7. Thickened part of flat slab is called? Drop panel
  8. Soil pipe
  9. Yield of catchment?
  10. Waste water from kitchen, sink, shower? Sullage
  11. Impact load due to moving vehicle during service period is? Toughness
  12. Detention period in plain sedimentation tank? 4-8 hrs
  13. Lead time is called?
  14. Critical path is longest.
  15. Steady flow mass inflow w.r.t time= mass outflow w.r.t. time
  16. The type of flow where flow parameters changes w.r.t time? steady flow
  17. Bernoulli’s theorem is applicable to? Venturimeter, orificemeter, pitot tube, all
  18. The distance travelled by a moving vehicle during perception and brake reaction times, is? Sight distance, stopping distance, lag time, none
  19. Precedence diagram method? Activity on node, Activity on arrow
  20. Principal of survey is to work from? Whole to part
  21. The imaginary line passing through the intersection of cross hairs and the optical centre of the objective, is known as? Line of sight, line of collimation, axis of telescope, none
  22. Angle between inclined line of sight and horizontal is called? Direct angle, vertical angle, horizontal angle, none
  23. A line normal to plumb line is? Horizontal line, level line, datum line, vertical line
  24. Time required to perform activity is called? Duration
  25. Critical path has? Zero float
  26. Pit run aggregates?
  27. Peat soil is formed by decaying of organic vegetables.
  28. Consolidation and compressibility?
  29. Consolidation? Reduces water voids
  30. Total float? Latest finish time – early finish time or Latest start time – Early start time
  31. TS= TDS+TSS
  32. Profit, contingency is? Indirect cost, direct cost, mark up, none
  33. Earned value? Budgeted cost of work performed
  34. Cost performance index (CPI)? Earned value/ actual cost
  35. For decreasing deflection in beam? Increase its depth
  36. Equivalent length of fixed columns? 0.5L
  37. Maximum deflection in simply supported beam subjected to isolated load? y=Wl3/48El
  38. Bending moment is maximum at? Extreme fibers, compressive at top, both
  39. Two columns having unequal load, maximum hogging will occur? Where shear is 0
  40. property of earth to allow water to pass through it is known as? Perviousness, porosity, permeability, transmissibility
  41. Permanent hardness is due to? Chlorides and sulphates of magnesium and calcium
  42. Turbidity is? clarity of water
  43. Rigid pavements have? Shallow depths, low modulus of elasticity
  44. Manometer is used for? Measuring pressure in pipes and channels
  45. Ratio of lateral strain and axial strain is called? Poisson’s ratio
  46. Cantilever beam carrying UDL, the bending moment will be? Wl2/2
  47. Effective span of simple supported slab? Clear slab dimension+ half the slab depth on either side
  48. for design purpose, the moment at the support where two unequal spans or spans not equally loaded meet, is? Lesser value, greater value, average of two values, none
  49. If the end portion of a beam extends beyond the support, then the beam is known as? overhanging beam.
  50. At neutral axis of beam, shear stress is? Maximum
  51. Where curvature of bending moment diagram changes sign, it is called? point of contraflexure
  52. Survey? base line
  53. Maximum super elevation on hill roads is? 10 %
  54. Design of cantilever beam is based on? Fixed end reactions
  55. Fine particles diameter is? 0.075 mm
  56. Reynold’s number is ratio of inertial forces to? viscous forces
  57. Deformed bars are called ss due to? Roughness, high tensile strength
  58. To retain earth from slippage on hill side? Breast wall
  59. Weight per unit volume at specific temperature and pressure? Specific weight
  60. Dams are checked for stability? Overturning, tension at base, sliding, all
  61. Maximum eccentricity for non-tension is? B/6
  62. Moment of inertia of circular section?
    π

     

    D4/64

  63. Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than? One diameter of thinner bar, One diameter of thicker bar, sum of diameters of thinner and thicker bars, twice the diameter of thinner bar
  64. In under reinforced beams? Steel will yield first
  65. Lapping of steel is done for? Shear
  66. In pavement design, the factors considered? Drainage, traffic load, all
  67. Constant traffic speed, constant density, both
  68. Covering of external walls? Coping
  69. The course laid perpendicular to face of wall is called? Header
  70. If intermediate sizes are missing, then the gradation is called? Well, gap, poor
  71. In deep beams which bars are provided? Skin, modular, lap
  72. In sufficient water in concrete causes? Harsh mix, low workability, both
  73. Fine soil has following properties? Have more compressibility, have more voids, may or may not be plastic, all
  74. Which one is not correct? Timber is used as bracing in pits, grillage foundation is shallow, none
  75. A body is said to be in equilibrium if? Sum of vertical forces= 0, sum of horizontal forces = 0, sum of moment = 0, all
  76. At the interference of between two immiscible fluids, forces develop in fluid which the surface has to behave as if it is membrane, this phenomenon is called? viscosity, capillary, surface tension
  77. In transition curve? Radius starts from infinity to simple circular curve
  78. The water content where reduction in moisture content will result in no volume reduction? Shrinkage limit

 

 
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39 thoughts on “Assistant executive engineer (Civil) FPSC PWD Past paper 2020”

    1. Apki seat nai Ho gi don’t worry hr koi test k bad kehta ha mera Kafi acha test howa ha result kafi late ha ek sal b lag skta ha ye FPSC ha bhai koi pata nai lgta iss ka… English portion me apk 10 b aye to totally 70/100 marks bntay han..

       
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