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RCC Sheet 50

  • 1) Question.

    The nominal longitudinal reinforcement in pedestals should not be less than

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  • 2) Question.

    Spacing of longitudinal bars measured along the peripheral of the column should not exceed

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  • 3) Question.

    The ratio of minimum number of longitudinal bars provided in rectangular column to those in circular coloumn is

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  • 4) Question.

    To provide sufficient rigidity in the column while fixing and concreting, the reinforced bars should not be less than

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  • 5) Question.

    The maximum area of cross section of longitudinal bars must not exceed X% of the gross cross sectional area of the concrete where X is

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  • 6) Question.

    The ratio of minimum area of cross section of longitudinal bars and gross sectional area of column shall be

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  • 7) Question.

    The maximum compressive strain in concrete in axial compression is taken as

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  • 8) Question.

    In column design, the tensile strngth of concrete is taken

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  • 9) Question.

    In limit state design, the maximum compressive stress is taken

    where σck is the characteristic strength of concrete

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  • 10) Question.

    In limit state design, the relationship between stress strain distribution in concrete is assumed to be

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  • 11) Question.

    The effective length of a column is taken as

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  • 12) Question.

    Pick up the correct statement from the following

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  • 13) Question.

    The strength of a column depends on

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  • 14) Question.

    A column is a structural element that supports axial compression load and has a height equal to at least

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  • 15) Question.

    Transverse reinforcement in coloumns:

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  • 16) Question.

    The minimum accidental eccentricity in axially loaded columns may occur due to:

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  • 17) Question.

    For simply supported slabs spanning in two directions, maximum value of shorter span/depth ratio should not exceed

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  • 18) Question.

    When the ratio of the long to short dimensions of the slab in greater than X, the slab may be designed as one-way slab where X is

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  • 19) Question.

    Pick up the correct statement from the following

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  • 20) Question.

    Assuming fck=15 N/mm2, fy=250 N/mm2, value of limiting of resistance Qu=2.24 N/mm2, moment of resistance of the well of a T-beam having breadth = 25 cm and depth of steel = 60 cm, is

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