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Home Civil Engineering RCC Structures Design Comments

  • Question
  • For initial estimate for a beam design, the width is assumed


  • Options
  • A. 1/15th of span
  • B. 1/20th of span
  • C. 1/25th of span
  • D. 1/30th of span
  • E. 1/40th of span.

  • Correct Answer
  • 1/30th of span 


  • RCC Structures Design problems


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    • 1. For M 150 mix concrete, according to I.S. specifications, local bond stress, is

    • Options
    • A. 5 kg/cm2
    • B. 10 kg/cm2
    • C. 15 kg/cm2
    • D. 20 kg/cm2
    • E. 25 kg/cm2
    • Discuss
    • 2. The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

    • Options
    • A. breadth of the rib
    • B. overall thickness of the rib
    • C. centre to centre distance between T-beams
    • D. span of the T-beam
    • E. all the above.
    • Discuss
    • 3. In a combined footing if shear stress exceeds 5 kg/cm2, the nominal stirrups provided are:

    • Options
    • A. 6 legged
    • B. 8 legged
    • C. 10 legged
    • D. 12 legged
    • E. none of these.
    • Discuss
    • 4. In a beam the local bond stress Sb, is equal to

    • Options
    • A.
    • B.
    • C.
    • D.
    • E. None of these.
    • Discuss
    • 5. High strength concrete is used in prestressed member

    • Options
    • A. to overcome high bearing stresses developed at the ends
    • B. to ovecome bursting stresses at the ends
    • C. to provide high bond stresses
    • D. to overcome cracks due to shrinkage
    • E. all the above.
    • Discuss
    • 6. Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

    • Options
    • A. 42 diameters from the centre of the column
    • B. 42 diameters from the inner edge of the column
    • C. 42 diameters from the outer edge of the column
    • D. 24 diameter from the centre of the column
    • Discuss
    • 7. Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

    • Options
    • A. Rankine formula
    • B. Marcus formula
    • C. Rankine Grashoff formula
    • D. Grashoff formula
    • E. Rankine-Marcus formula.
    • Discuss
    • 8. If k is wobble correction factor, ? is coefficient of friction between the duct surface and the curve of tendon of radius R, the tension ratio at a distance x from either end, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 9. Cantilever retaining walls can safely be used for a height not more than

    • Options
    • A. 3 m
    • B. 4 m
    • C. 5 m
    • D. 6 m
    • E. 8 m
    • Discuss
    • 10. According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

    • Options
    • A. 5 kg/cm2
    • B. 10 kg/cm2
    • C. 15 kg/cm2
    • D. 20 kg/cm2
    • E. 25 kg/cm2
    • Discuss


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