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RCC Structures Design problems


  • 1. According to the steel beam theory of doubly reinforced beams

  • Options
  • A. tension is resisted by tension steel
  • B. compression is resisted by compression steel
  • C. stress in tension steel equals the stress in compression steel
  • D. no stress is developed in compression concrete as well as in tension concrete
  • E. all the above.
  • Discuss
  • 2. The spacing of transverse reinforcement of column is decided by the following consideration.

  • Options
  • A. The least lateral dimension of the column
  • B. Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column
  • C. Forty-eight times the diameter of transverse reinforcement
  • D. All the above.
  • Discuss
  • 3. An under-reinforced section means

  • Options
  • A. Steel is provided at the under side only
  • B. Steel provided is insufficient
  • C. Steel provided on one face only
  • D. Steel will yield first.
  • Discuss
  • 4. The system in which high tensile alloy steel bars (silica manganese steel) are used as prestressing tendons, is known as

  • Options
  • A. Freyssinet system
  • B. Magnel-Blaton system
  • C. C.C.L. standard system
  • D. Lee-McCall system.
  • Discuss
  • 5. If C is creep coefficient, f is original prestress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

  • Options
  • A. (1 - C)mf - eE
  • B. (C - 1)mf + eE
  • C. (C - 1)mf - eE
  • D. (1 - C)mf + eE
  • Discuss
  • 6. The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

  • Options
  • A.
  • B.
  • C.
  • D.
  • E.
  • Discuss
  • 7. The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

  • Options
  • A. 51.5
  • B. 52.5
  • C. 53.5
  • D. 54.5
  • E. 55.5
  • Discuss
  • 8. In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

  • Options
  • A. 10 mm
  • B. 15 mm
  • C. 20 mm
  • D. 25 mm
  • E. 30 mm
  • Discuss
  • 9. If the loading on a prestressed rectangular beam, is uniformly distributed, the tendon to be provided should be .

  • Options
  • A. straight below centroidal axis
  • B. parabolic with convexity downward
  • C. parabolic with convexity upward
  • D. straight above centroidal axis
  • E. none of these.
  • Discuss
  • 10. If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

  • Options
  • A.
  • B.
  • C.
  • D.
  • E.
  • Discuss

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