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RCC Sheet 3

  • 1) Question.

    Which one of the following sections of equal cross-sectional area can resist the torsional moment o a R.C.c. beam section more efficiently when working stress design is adopted?

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  • 2) Question.

    The maximum shear stress in a rectangular beam is ........ times of average shear stress

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  • 3) Question.

    In a reinforced concrete beam, the shear stress distribution above the neutral axis follows a 

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  • 4) Question.

    When the lever arm of a reinforced concrete bream is Z and width of beam is b, then the maximum shear stress in a beam subjected to shear force F will be equal ro

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  • 5) Question.

    The maximum permissible shear stress given in IS : 456 - 1978 is based on 

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  • 6) Question.

    The deep beams are design for

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    Deep beams are designed for bending moment and checked for shear because the deep horizontal members predominantly fall in shear rather than flexure.

     

     

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  • 7) Question.

    the effective depth of a singly reinforced rectangular beam is 300 mm. The section is over reinforced and the neutral axis is 120mm below the top. If the maximum stress attained by concrete is 5 N/mm2and the modular ratio is 18, then the stress developed in the steel will be

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  • 8) Question.

    Which one of the following statements about the percentage of tensile steel required to produce a balanced reinforced concrete section is correct?

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  • 9) Question.

    The natural axis of an over-reinforced section falls

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  • 10) Question.

    The moment of resistance of an over-reinforced section is determined on the basis of 

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