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  • If p1 and P2 are effective lateral loadings at the bottom and top exerted by a level earth subjected to a superload on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is


  • Options
  • A. If p1 and P2 are effective lateral loadings at the bottom and top exerted by a level earth subjected
  • B. If p1 and P2 are effective lateral loadings at the bottom and top exerted by a level earth subjected
  • C. If p1 and P2 are effective lateral loadings at the bottom and top exerted by a level earth subjected
  • D. If p1 and P2 are effective lateral loadings at the bottom and top exerted by a level earth subjected

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  • RCC Structures Design problems


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    • 1. If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

    • Options
    • A. square
    • B. rectangular
    • C. trapezoidal
    • D. triangular.
    • Discuss
    • 2. The ratio of the breadth to effective depth of a beam is kept

    • Options
    • A. 0.25
    • B. 0.50
    • C. 0.70
    • D. 0.75
    • E. none of these.
    • Discuss
    • 3. For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

    • Options
    • A. 0.6
    • B. 0.7
    • C. 0.8
    • D. 0.9
    • Discuss
    • 4. If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and ?c are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

    • Options
    • A. ?cAc + m ?cAsc
    • B. ?c(A - Asc) + m ?cAsc
    • C. ?c[A + (m - 1)ASC]
    • D. all the above.
    • Discuss
    • 5. After prestressing process is completed, a loss of stress is due to

    • Options
    • A. shrinkage of concrete
    • B. elastic shortening of concrete
    • C. creep of concrete
    • D. creep of steel
    • E. all the above.
    • Discuss
    • 6. The self-weight of the footing, is

    • Options
    • A. not considered for calculating the upward pressure on footing
    • B. also considered for calculating the upward pressure on footihg
    • C. not considered for calculating the area of the footing
    • D. both (b) and (c)
    • Discuss
    • 7. By over-reinforcing a beam, the moment of resistance can be increased not more than

    • Options
    • A. 10%
    • B. 15%
    • C. 20%
    • D. 25%
    • Discuss
    • 8. 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
    • 9. 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
    • 10. 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


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