Quiz I Civil B

25 Questions | Total Attempts: 41

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Quiz I Civil B

Questions and Answers
  • 1. 
    The process of removing concete form works
    • A. 

      Stripping

    • B. 

      clearing

    • C. 

      Deforming work

    • D. 

      Screeding

  • 2. 
    How many member of Rajya sabha is being nominated by President?
    • A. 

      12

    • B. 

      11

    • C. 

      15

    • D. 

      13

  • 3. 
    Who is head of Lok sabha?
    • A. 

      Speaker

    • B. 

      President

    • C. 

      Prime Minister

    • D. 

      Vice President

  • 4. 
    The government of India has established NITI Aayog to replace the
    • A. 

      Human Right commission

    • B. 

      Finance Commission

    • C. 

      Law commission

    • D. 

      Planning commission

  • 5. 
    The target mean strength of concrete mix is given by
    • A. 

      Ft = fck + KS

    • B. 

      Ft = fck + S

    • C. 

      Ft = fck + K

    • D. 

      Ft = fck

  • 6. 
    Assumption that plane section remain plane before and after bending implies:
    • A. 

      Tensile strength of concrete is neglected

    • B. 

      No shear deformation

    • C. 

      Area of steel is taken to be constant

    • D. 

      Steel fails in yielding

  • 7. 
    First hour of every parliamentary sitting is slotted for:
    • A. 

      Zero Hour

    • B. 

      Motion hour

    • C. 

      Question Hour

    • D. 

      None of the above

  • 8. 
    As per limit state method, the maximum compressive stress in concrete for design purpose is
    • A. 

      0.67fck

    • B. 

      0.446fck

    • C. 

      0.85fck

    • D. 

      Fck

  • 9. 
    As per IS 456:2000, modulus of elasticity of concrete in N/mm2 is            
    • A. 

      500√(fck )

    • B. 

      5000√(fck )

    • C. 

      500fck

    • D. 

      5000fck

  • 10. 
    As per IS 456:2000, a simply supported beam is considered as a deep beam when
    • A. 

      Depth of beam > 750

    • B. 

      Span to depth ratio < 2.5

    • C. 

      Span to depth ratio < 2.0

    • D. 

      Doesn’t depend on above parameter

  • 11. 
    For effective depth = 500mm and width = 300mm, find the limiting moment of resistance of beam (kNm): (f­ck = 20 and fy = 415) 
    • A. 

      235.5

    • B. 

      210.55

    • C. 

      211.9

    • D. 

      206.95

  • 12. 
    A reinforced concrete beam of rectangular cross section width 250 mm and effective depth 450 mm is subjected to a factored shear force of 150 kN. The grade of concrete, main steel and stirrups are M20, Fe 415 and Fe250 respectively. For the area of main steel provided the design shear stress of concrete is 0.48 N/mm2, the beam is designed for collapse limit state. What is the spacing (in mm), of 2 legged 8 mm stirrups? 
    • A. 

      40

    • B. 

      250

    • C. 

      100

    • D. 

      280

  • 13. 
    A beam is built using M25 concrete and HYSD bars. In limit state design, the development length, Ld , in terms of diameter of reinforcement, forcompression zone is _______× φ. [Take Yield strength of HYSD bar = 415 MPa and Bond strength with plain bar (τbd) = 1.4 N/mm2]
    • A. 

      32.2

    • B. 

      30.5

    • C. 

      14.9

    • D. 

      25.6

  • 14. 
    Curing Period X Temperature = .......
    • A. 

      Shrinkage coefficient

    • B. 

      Maturity

    • C. 

      Temperature loss

    • D. 

      Surface heat

  • 15. 
    Lap splicing in compression should not be less than .... X Dia of bar 
    • A. 

      20

    • B. 

      12

    • C. 

      21

    • D. 

      24

  • 16. 
    Permissible load on column according to IS 456:2000, for minimum eccentricity < 0.05 times lateral dimension, is given by
    • A. 

      0.447fckAc + 0.67fyAsc

    • B. 

      0.65fckAc + 0.67fyAsc

    • C. 

      0.4fckAc + 0.75fyAsc

    • D. 

      0.4fckAc + 0.67fyAsc

  • 17. 
    Grade compensation is calculated by 
    • A. 

      (30+R)/ V

    • B. 

      (40+R)/V

    • C. 

      (30+R)/R

    • D. 

      (40+R)/RV

  • 18. 
    Length of transition curve does not depends on
    • A. 

      Rate of change of centrifugal acceleration

    • B. 

      Velocity of vehicle

    • C. 

      Rate of introduction of Super elevation

    • D. 

      Depend on above all

  • 19. 
    Psychological widening given by
    • A. 

      V/(5.5√R)

    • B. 

      V/9.5R

    • C. 

      V/9.5R

    • D. 

      V/(9.5√R)

  • 20. 
    Calculate SSD for design speed 80 kmph, Gradient = -2% reaction time= 2.5 sec and coefficient of friction = 0.35
    • A. 

      132

    • B. 

      130

    • C. 

      129

    • D. 

      126

  • 21. 
    Calculate excavation in following figure
    • A. 

      99.2

    • B. 

      98.3

    • C. 

      124.8

    • D. 

      111.6

  • 22. 
    Among Following which data is required for estimation
    • A. 

      Drawing

    • B. 

      Specification

    • C. 

      Rate

    • D. 

      All of the above

  • 23. 
    If in abstract sheet, rate and amount column are left blank which is to be filled by contractor, then it is known as....
    • A. 

      Bill of quantity

    • B. 

      Contractor Sheet

    • C. 

      Blank Abstract sheet

    • D. 

      Measurement Sheet

  • 24. 
    Unit of timbering, Plastering, steel are respectively...
    • A. 

      Kg, m2, kg

    • B. 

      Kg, m3, m3

    • C. 

      M3, m2, kg

    • D. 

      M2, m3, m3

  • 25. 
    Which one do you like?
    • A. 

      Option 1

    • B. 

      Option 2

    • C. 

      Option 3

    • D. 

      Option 4

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