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RCC Structures Design problems


  • 1. A prestressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

  • Options
  • A.
  • B.
  • C.
  • D.
  • E.
  • Discuss
  • 2. A short column 20 cm x 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm2 and 300 kg/cm2, the Safe load on the column, should not exceed

  • Options
  • A. 4120 kg
  • B. 41, 200 kg
  • C. 412, 000 kg
  • D. none of these.
  • Discuss
  • 3. Thickened part of a flat slab over its supporting column, is technically known as

  • Options
  • A. drop panel
  • B. capital
  • C. column head
  • D. none of these.
  • Discuss
  • 4. The minimum cube strength of concrete used for a prestressed member, is

  • Options
  • A. 50 kg/cm2
  • B. 150 kg/cm2
  • C. 250 kg/cm2
  • D. 350 kg/cm2
  • E. 400 kg/cm2
  • Discuss
  • 5. For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

  • Options
  • A. 1
  • B. 2
  • C. 3
  • D. 4
  • E. 5
  • Discuss
  • 6. The thickness of base slab of a retaining wall generally provided, is

  • Options
  • A. one half of the width of the stem at the bottom
  • B. one-third of the width of the stem at the bottom
  • C. one fourth of the width of the steam at the bottom
  • D. width of the stem at the bottom
  • E. twice the width of the steam at the bottom.
  • Discuss
  • 7. A foundation rests on

  • Options
  • A. base of the foundation
  • B. subgrade
  • C. foundation soil
  • D. both (b) and (c)
  • Discuss
  • 8. A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

  • Options
  • A. 2.5
  • B. 2.0
  • C. less than 2
  • D. less than 2.5
  • Discuss
  • 9. An R.C.C. column is treated as long if its slenderness ratio is greater than

  • Options
  • A. 30
  • B. 35
  • C. 40
  • D. 50
  • E. 60
  • Discuss
  • 10. If the average bending stress is 6 kg/cm2 for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

  • Options
  • A. 28 d
  • B. 38 d
  • C. 48 d
  • D. 58 d
  • E. 95 d
  • Discuss

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