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RCC Structures Design problems


  • 1. In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

  • Options
  • A. a key
  • B. a cut-off wall
  • C. a rib
  • D. all the above.
  • Discuss
  • 2. For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

  • Options
  • A. 10
  • B. 15
  • C. 20
  • D. 25
  • E. 30
  • Discuss
  • 3. Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

  • Options
  • A. two times
  • B. three times
  • C. four times
  • D. five times
  • E. six times.
  • Discuss
  • 4. The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

  • Options
  • A. 1400 kg/cm2
  • B. 190 kg/cm2
  • C. 260 kg/cm2
  • D. 230 kg/cm2
  • Discuss
  • 5. A pile weighing W1 kg penetrates S metres with its last blow. If W2 is the weight of the hammer having a drop of H metres, the pile can carry a maximum external load

  • Options
  • A.
  • B.
  • C.
  • D.
  • Discuss
  • 6. Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

  • Options
  • A.
  • B.
  • C.
  • D.
  • E. none of these.
  • Discuss
  • 7. The minimum head room over a stair must be

  • Options
  • A. 200 cm
  • B. 205 cm
  • C. 210 cm
  • D. 200 cm
  • E. 230 cm
  • Discuss
  • 8. An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm2, the beam

  • Options
  • A. is safe in shear
  • B. is safe with stirrups
  • C. is safe with stirrups and inclined bars
  • D. needs revision of section
  • Discuss
  • 9. The diameter of the column head support a flat slab, is generally kept

  • Options
  • A. 0.25 times the span length
  • B. 0.25 times the diameter of the column
  • C. 4.0 cm larger than the diameter of the column
  • D. 5.0 cm larger than the diameter of the column
  • E. none of these.
  • Discuss
  • 10. According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

  • Options
  • A. 5 cm
  • B. 10 cm
  • C. 15 cm
  • D. 20 cm
  • E. 25 cm
  • Discuss

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