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Civil Engineering :: Structural Design Specifications

  1. The thickness of the steel

  2. A.
    exposed to weather and accessible for repainting, should be not less than 6 mm
    B.
    in main members not directly exposed to weather should not be less than 6 mm
    C.
    in secondary members not directly exposed to weather shall be not less than 4.5 mm
    D.
    All the above.

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  3. Bending moment values for filler joists

  4. A.
    near middle of end span is +
    B.
    at support next to end support is -
    C.
    at middle of interior spans is +
    D.
    at other interior supports is -
    E.
    all the above.

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  5. A solid slab spanning in two directions at right angles and carrying a uniformly distributed load, is supported on beams. If the length of two such beams A and B perpendicular to each other are x and y (x<y), the load shared by the beam A, is

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  7. The anchorage value of standard U-type hook of a reinforcing bar of diameter d in tension, is

  8. A.
    4 d
    B.
    8 d
    C.
    12 d
    D.
    16 d
    E.
    20 d

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  9. A simply supported beam shall be deemed to be a deep beam if the ratio of its effective span to overall depth, is

  10. A.
    2.0
    B.
    2.5
    C.
    less than 2
    D.
    less than 2.5

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  11. For concreting of heavily reinforced sections without vibration, the workability of concrete should be

  12. A.
    very low
    B.
    low
    C.
    medium
    D.
    high.

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  13. If b is actual width of a flange, Dt is the thickness of the flange, bω is the breath of the web, lo is the distance between the points of zero moments in a beam, the effective width of the flange, is

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  15. The thickness 't' of a rectangular column base which is provided for distributing the load uniformly, is calculated from the formula

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  17. In the formula a + bk for the calculation of the net effective section of single tee in tension connected by flange to the same side of the same side of the gusset, the value of 'k' is taken

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  19. All reinforcement should be free from

  20. A.
    loose mill scales
    B.
    loose rust
    C.
    paints
    D.
    oil
    E.
    all the above.

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