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RCC Structures Design problems


  • 1. 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
  • 2. 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
  • 3. 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
  • 4. 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
  • 5. 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.
  • 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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