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Home Civil Engineering RCC Structures Design Comments

  • Question
  • In a simply supported slab, alternate bars are curtailed at


  • Options
  • A. 1/4th of the span
  • B. 1/5th of the span
  • C. 1/6th of the span
  • D. 1/7th of the span
  • E. none of these.

  • Correct Answer
  • 1/7th of the span 


  • RCC Structures Design problems


    Search Results


    • 1. The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

    • Options
    • A. 5 mm
    • B. 7.5 mm
    • C. 10 mm
    • D. 15 mm
    • E. 20 mm
    • Discuss
    • 2. The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stressess simultaneously, is called

    • Options
    • A. balanced section
    • B. economic section
    • C. critical section
    • D. all the above.
    • Discuss
    • 3. P is the prestressed force applied to tendon of a rectangular prestressed beam whose area of cross section is A and sectional modulus is Z. The minimum stress f on the beam subjected to a maximum bending moment M is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 4. The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

    • Options
    • A. three times
    • B. four times
    • C. five times
    • D. six times
    • E. seven times.
    • Discuss
    • 5. If permissible compressive stress in concrete is 50 kg/cm2, tensile stress in steel is 1400 kg/cm2 and modular ratio is 18, the depth d of the beam, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 6. The diameter of main bars in R.C.C. columns, shall not be less than

    • Options
    • A. 6 mm
    • B. 8 mm
    • C. 10 mm
    • D. 12 mm
    • Discuss
    • 7. In the zone of R.C.C. beam where shear stress is less than 5 kg/cm2, nominal reinforcement is provided at a pitch of

    • Options
    • A. one-half lever arm of the section
    • B. one-third lever arm of the section
    • C. lever arm of the section
    • D. one and half lever arm of the section.
    • Discuss
    • 8. The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle ?° with horizontal where ?° is

    • Options
    • A. 30°
    • B. 45°
    • C. 60°
    • D. none of these.
    • Discuss
    • 9. According to load factor method, the permissible load W on a short column reinforced with longitudinal bars and lateral stirrups, is

    • Options
    • A. Stress in concrete x area of concrete
    • B. Stress in steel x area of steel
    • C. Stress in concrete x area of concrete + Stress in steel x area of steel
    • D. None of these.
    • Discuss
    • 10. The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

    • Options
    • A. 10 mm
    • B. 15 mm
    • C. 20 mm
    • D. 25 mm
    • E. 30 mm
    • Discuss


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