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Home Civil Engineering RCC Structures Design Comments

  • Question
  • 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

  • Correct Answer
  • 25 mm 


  • RCC Structures Design problems


    Search Results


    • 1. 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
    • 2. 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
    • 3. 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
    • 4. 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
    • 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. Based on punching shear consideration, the overall depth of a combined footing under a column A, is

    • Options
    • A.
    • B.
    • C.
    • D. None of these.
    • Discuss
    • 7. If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 8. A pre-cast pile generally used, is

    • Options
    • A. circular
    • B. square
    • C. octagonal
    • D. square with corners chamfered.
    • Discuss
    • 9. If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 10. For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

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


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