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RCC Sheet 35

  • 1) Question.

    For initial estimate for a beam design, the width is assumed

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  • 2) Question.

    The ratio of the breadth to effective depth of a beam is kept

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  • 3) Question.

    If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactor in case of a

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  • 4) Question.

    For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

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  • 5) Question.

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

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  • 6) Question.

    If W is the uniformly distributed load on a circular slab of radius R fixed at its ends, the maximum positive radial moment at its centre, is

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  • 7) Question.

    If W is the load on a circular slab of radius R, the maximum circumferntial moment at the centre of the slab, is

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  • 8) Question.

    If W is the load on a circular slab of radius R, the maximum radial moment at the centre of the slab, is

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  • 9) Question.

    A circular slab subjected to external loading, deflects to form a

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  • 10) Question.

    If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the disign of the span of a square flat slab, should not be less than

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