{"id":2923,"date":"2020-10-04T11:02:39","date_gmt":"2020-10-04T11:02:39","guid":{"rendered":"https:\/\/seismicconsolidation.com\/?p=2923"},"modified":"2020-10-07T09:35:11","modified_gmt":"2020-10-07T09:35:11","slug":"assistant-executive-engineer-civil-fpsc-pwd-past-paper-2020","status":"publish","type":"post","link":"https:\/\/seismicconsolidation.com\/assistant-executive-engineer-civil-fpsc-pwd-past-paper-2020\/","title":{"rendered":"Assistant executive engineer (Civil) FPSC PWD Past paper 2020"},"content":{"rendered":"

Past paper of FPSC<\/strong><\/span><\/p>\n

Post name= Assistant executive engineer (Civil)<\/strong><\/p>\n

Department: PWD<\/strong><\/p>\n

Post case number = F4-18\/2020-R<\/strong><\/p>\n

Test held on = 04\/10\/2020<\/strong><\/p>\n

\u00a0<\/strong><\/p>\n

Compiled by: Engineer Ali Ejaz & Engineer Usman Iftikhar<\/span><\/strong><\/p>\n

Special Thanks to Engineer Syed Murtaza<\/span><\/strong><\/p>\n

\u00a0<\/strong><\/p>\n

Note: <\/strong>Errors and omissions are accepted<\/p>\n

First 20 questions were from subject of English.<\/p>\n

    \n
  1. A _________ is a projecting stone which is usually provided to serve as support for roof truss? Course, Cornice, Corbel or Frieze<\/span>, <\/strong>None of these<\/li>\n
  2. The strength of brick masonry in 1:6 c\/s mortar is? 50 tonnes\/m2<\/sup><\/strong><\/span><\/li>\n
  3. To dam up the water in river, structure provided is? Weir<\/strong><\/span><\/li>\n
  4. The amount of water in stream is called? Run off, streamflow, discharge, all<\/strong><\/span><\/li>\n
  5. Water falling in any form is called? Precipitation<\/strong><\/span><\/li>\n
  6. Barrage is? Gated weir to raise water level<\/strong><\/span><\/li>\n
  7. Thickened part of flat slab is called? Drop panel<\/strong><\/span><\/li>\n
  8. Soil pipe<\/li>\n
  9. Yield of catchment?<\/li>\n
  10. Waste water from kitchen, sink, shower? Sullage<\/strong><\/span><\/li>\n
  11. Impact load due to moving vehicle during service period is? Toughness<\/strong><\/span><\/li>\n
  12. Detention period in plain sedimentation tank? 4-8 hrs<\/span><\/strong><\/li>\n
  13. Lead time is called?<\/li>\n
  14. Critical path<\/strong><\/span> is longest.<\/li>\n
  15. Steady flow <\/strong><\/span>mass inflow w.r.t time= mass outflow w.r.t. time<\/li>\n
  16. The type of flow where flow parameters changes w.r.t time? steady flow<\/span><\/strong><\/li>\n
  17. Bernoulli\u2019s theorem is applicable to? Venturimeter, orificemeter, pitot tube, all<\/strong><\/span><\/li>\n
  18. The distance travelled by a moving vehicle during perception and brake reaction times, is? Sight distance, stopping distance, lag time<\/strong>,<\/span> none<\/li>\n
  19. Precedence diagram method? Activity on node<\/span>,<\/strong> Activity on arrow<\/li>\n
  20. Principal of survey is to work from? Whole to part<\/strong><\/span><\/li>\n
  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<\/strong><\/span>, axis of telescope, none<\/li>\n
  22. Angle between inclined line of sight and horizontal is called? Direct angle, vertical angle<\/strong><\/span>, horizontal angle, none<\/li>\n
  23. A line normal to plumb line is? Horizontal line, <\/strong>level line<\/strong>,<\/span> datum line, vertical line<\/li>\n
  24. Time required to perform activity is called? Duration<\/strong><\/span><\/li>\n
  25. Critical path has? Zero float<\/strong><\/span><\/li>\n
  26. Pit run aggregates?<\/li>\n
  27. Peat<\/strong><\/span> soil is formed by decaying of organic vegetables.<\/li>\n
  28. Consolidation and compressibility?<\/li>\n
  29. Consolidation? Reduces water voids<\/strong><\/span><\/li>\n
  30. Total float? Latest finish time \u2013 early finish time or Latest start time \u2013 Early start time<\/strong><\/span><\/li>\n
  31. TS= TDS+TSS<\/strong><\/span><\/li>\n
  32. Profit, contingency is? Indirect cost, direct cost, mark up, none<\/li>\n
  33. Earned value? <\/strong>Budgeted cost of work performed<\/strong><\/span><\/li>\n
  34. Cost performance index (CPI)? Earned value\/ actual cost<\/strong><\/span><\/li>\n
  35. For decreasing deflection in beam? Increase its depth<\/strong><\/span><\/li>\n
  36. Equivalent length of fixed columns? 0.5L<\/strong><\/span><\/li>\n
  37. Maximum deflection in simply supported beam subjected to isolated load? y=Wl3<\/sup>\/48El<\/strong><\/span><\/li>\n
  38. Bending moment is maximum at? Extreme fibers, compressive at top, both<\/strong><\/span><\/li>\n
  39. Two columns having unequal load, maximum hogging will occur? Where shear is 0<\/strong><\/span><\/li>\n
  40. property of earth to allow water to pass through it is known as? Perviousness<\/strong><\/span>, porosity, permeability, transmissibility<\/li>\n
  41. Permanent hardness is due to? Chlorides and sulphates of magnesium and calcium<\/strong><\/span><\/li>\n
  42. Turbidity is? clarity of water<\/strong><\/span><\/li>\n
  43. Rigid pavements have? Shallow depths, low modulus of elasticity<\/li>\n
  44. Manometer is used for? Measuring pressure in pipes and channels<\/strong><\/span><\/li>\n
  45. Ratio of lateral strain and axial strain is called? Poisson\u2019s ratio<\/strong><\/span><\/li>\n
  46. Cantilever beam carrying UDL, the bending moment will be? Wl2<\/sup>\/2<\/strong><\/span><\/li>\n
  47. Effective span of simple supported slab? Clear slab dimension+ half the slab depth on either side<\/strong><\/span><\/li>\n
  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<\/strong><\/span>, none<\/li>\n
  49. If the end portion of a beam extends beyond the support, then the beam is known as?\u00a0overhanging beam<\/strong>.<\/span><\/li>\n
  50. At neutral axis of beam, shear stress is? Maximum<\/span><\/strong><\/li>\n
  51. Where curvature of bending moment diagram changes sign, it is called? point of contraflexure<\/strong><\/span><\/li>\n
  52. Survey? base line<\/strong><\/span><\/li>\n
  53. Maximum super elevation on hill roads is? 10 %<\/strong><\/span><\/li>\n
  54. Design of cantilever beam is based on? Fixed end reactions<\/strong><\/span><\/li>\n
  55. Fine particles diameter is? 0.075 mm<\/strong><\/span><\/li>\n
  56. Reynold\u2019s number is ratio of inertial forces to? viscous forces<\/strong><\/span><\/li>\n
  57. Deformed bars are called ss due to? Roughness<\/strong><\/span>, high tensile strength<\/li>\n
  58. To retain earth from slippage on hill side? Breast wall<\/strong><\/span><\/li>\n
  59. Weight per unit volume at specific temperature and pressure? Specific weight<\/strong><\/span><\/li>\n
  60. Dams are checked for stability? Overturning, tension at base, sliding, all<\/strong><\/span><\/li>\n
  61. Maximum eccentricity for non-tension is? B\/6<\/strong><\/span><\/li>\n
  62. Moment of inertia of circular section?
    \nπ<\/mi><\/math>\n

    <\/span><\/strong><\/strong><\/strong><\/strong><\/strong><\/strong> <\/p>\n

    D4<\/sup>\/64<\/li>\n

  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<\/span>, <\/strong>sum of diameters of thinner and thicker bars, twice the diameter of thinner bar<\/li>\n
  64. In under reinforced beams? Steel will yield first<\/strong><\/span><\/li>\n
  65. Lapping of steel is done for? Shear<\/strong><\/span><\/li>\n
  66. In pavement design, the factors considered? Drainage, traffic load, all<\/strong><\/span><\/li>\n
  67. Constant traffic speed, constant density, both<\/strong><\/span><\/li>\n
  68. Covering of external walls? Coping<\/strong><\/span><\/li>\n
  69. The course laid perpendicular to face of wall is called? Header<\/strong><\/span><\/li>\n
  70. If intermediate sizes are missing, then the gradation is called? Well, gap<\/span>,<\/strong> poor<\/li>\n
  71. In deep beams which bars are provided? Skin, modular, lap<\/li>\n
  72. In sufficient water in concrete causes? Harsh mix, low workability, both<\/strong><\/span><\/li>\n
  73. Fine soil has following properties? Have more compressibility, have more voids, may or may not be plastic, all<\/strong><\/span><\/li>\n
  74. Which one is not correct? Timber is used as bracing in pits, grillage foundation is shallow, none<\/strong><\/span><\/li>\n
  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<\/span><\/strong><\/li>\n
  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<\/span>, surface tension<\/strong><\/span><\/li>\n
  77. In transition curve? Radius starts from infinity to simple circular curve<\/strong><\/span><\/li>\n
  78. The water content where reduction in moisture content will result in no volume reduction? Shrinkage limit<\/strong><\/span><\/li>\n<\/ol>\n

    \u00a0<\/strong><\/p>\n","protected":false},"excerpt":{"rendered":"

    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 \u00a0 Compiled by: Engineer Ali Ejaz & Engineer Usman Iftikhar Special Thanks to Engineer Syed Murtaza \u00a0 Note: Errors and omissions are accepted First 20 questions were from subject of English. A _________…<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":[],"categories":[326],"tags":[331],"_links":{"self":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/2923"}],"collection":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/comments?post=2923"}],"version-history":[{"count":10,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/2923\/revisions"}],"predecessor-version":[{"id":2937,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/2923\/revisions\/2937"}],"wp:attachment":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/media?parent=2923"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/categories?post=2923"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/tags?post=2923"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}