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Civil Engineering :: RCC Structures Design

  1. If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

  2. A.

     M/100Q

    B.

     M/10√Q

    C.

     √(M/Q)

    D.

     √(M/100Q)

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  3. If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

  4. A.

     Q/2jdƩO

    B.

     Q/3jdƩO

    C.

     Q/jdƩO

    D.

     2 × Q/jdƩO

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  5. The minimum head room over a stair must be

  6. A.

     200 cm

    B.

     205 cm

    C.

     210 cm

    D.

     230 cm

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  7. If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

  8. A.

     10 mm

    B.

     12 mm

    C.

     14 mm

    D.

     16 mm

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  9. Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

  10. A.

     wh [(1 - sin φ)/(1 + sin φ)]

    B.

     wh² [(1 - sin φ)/(1 + sin φ)]

    C.

     wh² [(1 - sin φ)/2(1 + sin φ)]

    D.

     wh² [(1 - sin φ)/3(1 + sin φ)]

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  11. According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

  12. A.

     5 kg/cm²

    B.

     10 kg/cm²

    C.

     15 kg/cm²

    D.

     20 kg/cm²

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  13. For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

  14. A.

     1

    B.

     2

    C.

     3

    D.

     5

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

  16. A.

     Square

    B.

     Rectangular

    C.

     Trapezoidal

    D.

     Triangular

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  17. If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

  18. A.

     12 cm

    B.

     6 cm

    C.

     8 cm

    D.

     10 cm

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  19. Dimensions of a beam need be changed if the shear stress is more than

  20. A.

     10 kg/cm²

    B.

     15 kg/cm²

    C.

     20 kg/cm²

    D.

     25 kg/cm²

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