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RCC Sheet 48

  • 1) Question.

    For simply supported beams of spans above 10 m, span to depth ratio 20 must be multiplied to get permitted value by

    in metres

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  • 2) Question.

    The criterion of vertical deflection is satisfied for simply supported beams for spans up to 10 m if span to depth ratio is not greater than

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  • 3) Question.

    The criterion of vertical deflection is satisfied for cantilever for spans up to 10 m if span to depth ratio is not greater than

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  • 4) Question.

    The deflection of structure designed by limit state methods, due to all loads including the effects of temperature, creep and shrinkage below the as-cast level of the supports of roofs, floors and all other horizontal members should not normally exceed the lesser value

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  • 5) Question.

    The deflection of a structure designed by limit state method, due to all loads including theeffects of temperature, creep and shrinkage below the as-cast level of the supports of roofs, floors and all other horizontal members should not normally exceed

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  • 6) Question.

    If x1 and x2 are half the clear distance between two adjacement beams for contimuous beams, the effective width of the T-beams is

    where bw is the breath of the rib

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  • 7) Question.

    If the breadth of the rib = bw, actual width of flange = b, the distance between points of zeroment in a flanged beam = lo the effective depth of flange = Df, then effective width of flange is

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  • 8) Question.

    The aspect ratio of slab is:

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  • 9) Question.

    The intermediate beams between several beams case monolithically with the slab

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  • 10) Question.

    At continuous supports, the lower portion of

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  • 11) Question.

    The slab forming the top part of flanged the beam mix span in subject to compression over a length a

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  • 12) Question.

    In doubly reinforced beams, the percentage of the maximum compession reinforcement of the gross cross-sectional area of beam should not exceed:

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  • 13) Question.

    The strain at the level of compression reinforcement is doubly reinforced beam is:

    where d' is the effective cover in compression reinforcement and Xm is the maximum depth of the neutral axis.

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  • 14) Question.

    The design of a doubly reinforcement beam section involves the determination of:

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  • 15) Question.

    In doubly reinforced beam, tension reinforcement is designed for a stress of 0.87σψ and in compression reinforcedment the stress is taken;

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  • 16) Question.

    For a rectangular simply supported beam for 4.5 m effective span, based on the code restriction, the depth is:

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  • 17) Question.

    The ensure that under the applied moment the concrete and steel in singly reinforced beam reach their stresses, the minimum area of steel

    where bd is the effective compression area and σψ is the characteristic

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  • 18) Question.

    The dowel force is the shear force

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  • 19) Question.

    The aspect ratio is defined as the ratio of

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  • 20) Question.

    The most economical design of singly reinforced beams is given by:

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Question Pallet

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