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Concrete Technology Sheet 1

  • 1) Question.

    The strength of concrete after one year as compared to 28 days strength is about

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  • 2) Question.

    The percentage of voids in cement is approximately

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  • 3) Question.

    The most commonly used admixture which prolongs the setting and hardening time is

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  • 4) Question.

    Admixtures which cause early setting, and hardening of concrete are called

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  • 5) Question.

    As compared to ordinary portland cement, use of pozzuolanic cement

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  • 6) Question.

    Increase in the moisture content in concrete

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  • 7) Question.

    According to IS : 456 -1978, the modulus of elasticity of concrete Ec (in N/mm^2) can be taken as

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  • 8) Question.

    The compressive strength of 100 mm cube as compared to 150 mm cube is always

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  • 9) Question.

    The relation between modulus of rupture fcr and characteristic strength of concrete fck is given by

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  • 10) Question.

    Strength of concrete increases with

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  • 11) Question.

    The approximate value of the ratio between direct tensile strength and flexural strength is

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  • 12) Question.

    The relation between modulus of rupture fcr, splitting strength fcs and direct term strength fct is given by

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  • 13) Question.

    Air entertainment in the concrete increases

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  • 14) Question.

    Approximate value of shrinkage strain concrete, is

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  • 15) Question.

    Workability of concrete is inversely proportional to 

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  • 16) Question.

    Workability of concrete is directly proportional to

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  • 17) Question.

    The property of the ingredients to separate from each other while placing the concrete is called

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  • 18) Question.

    Select the incorrect statement

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  • 19) Question.

    The property of fresh concrete, in which the water in the mix tends to rise to the surface while placing and compacting, is called

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  • 20) Question.

    To determine the modulus of rupture, the size of test specimen used is

    Answer.
    • The modulus of rupture (flexural strength) of concrete is determined by testing a beam specimen under two-point loading or center-point loading.
    • As per IS 516, the standard test specimen size is:
      • 150 mm × 150 mm × 700 mm
      • Effective span = 600 mm
    • The modulus of rupture indicates the tensile strength of concrete in bending.
    Test Standard Specimen Size
    Compressive Strength Test Cube 150 × 150 × 150 mm
    Split Tensile Strength Test Cylinder 150 mm × 300 mm
    Modulus of Rupture (Flexural Strength) Test Beam 150 × 150 × 700 mm

    Memory Trick

    • Cube → 150 × 150 × 150 mm
    • Cylinder → 150 × 300 mm
    • Beam (Flexure) → 150 × 150 × 700 mm
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Question Pallet

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