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RCC Sheet 46

  • 1) Question.

    Failure of a reinforced concrete beam occurs as soon as the concrete strain in compression reaches

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  • 2) Question.

    The analysis and design of reinforced concrete beam at the cracked concrete stage is done by

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  • 3) Question.

    At a given loading of a singly reinforced beam,

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  • 4) Question.

    Cracking moment in a singly reinforced concrete beam is equal to

    Where Cr=0.7σcl and yt= distance of extreme tension fibre from the neutral axis

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  • 5) Question.

    All cracked concrete stage of a reinforced concrete beam, the maximum tensile stress in concrete reiains

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  • 6) Question.

    The simple bending equation is applicable to a reinforced concrete beam subjected to a monotonously increasing load when the beam remains in

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  • 7) Question.

    In reinforced concrete design of singly reinforced beam at the cracked stage

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  • 8) Question.

    A reinforced concrete beam subjected to a monotonously increasing load may fail at

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  • 9) Question.

    For designing a reinforced concrete section

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  • 10) Question.

    In singly reinforced cantilever beams, the reinforcing steel bars are placed

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  • 11) Question.

    In singly reinforced simply supported beams, the reinforced steel bars are placed

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  • 12) Question.

    Steel is very strong

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  • 13) Question.

    Concrete is fairly strong in

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  • 14) Question.

    A reinforced concrete beam is design to resist

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  • 15) Question.

    Side face reinforcment shall be provided in the beam when depth of the web in a beam exceeds

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  • 16) Question.

    The maximum area of tension reinforcement in beams shall not exceed

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  • 17) Question.

    A continuous beam shall be deemed to be a deep beam if the ratio of effective span to oveall depth, is

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  • 18) Question.

    As per I.S. 456 - 1978, the pH value of water shall be

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  • 19) Question.

    The Young's modulus of elasticity of steel, is

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  • 20) Question.

    A+m-1Ascknown as equivalent concrete area of R.C.C. is given by

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