Axially Loaded Tied Columns Failure Quiz
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Questions and Answers

At what percentage of the total load do vertical cracks suddenly start appearing in axially loaded reinforced concrete columns?

  • Around 40%
  • Approximately 60%
  • Up to 80% (correct)
  • Less than 20%
  • What is the primary reason for the failure of axially loaded tied columns?

  • Falling of longitudinal bars
  • Buckling of the concrete cover
  • Lack of lateral support provided by the cover (correct)
  • Brittle failure of the concrete material
  • Why are columns designed with a much higher safety factor compared to beams?

  • Columns are more likely to experience sudden collapse (correct)
  • Columns are more prone to cracking
  • Columns have less lateral support
  • Columns are subjected to higher loads
  • Why do perfect straight columns subjected to pure axial loading experience a brittle failure mode?

    <p>Lack of lateral support</p> Signup and view all the answers

    What is a characteristic of the failure mode of axially loaded reinforced concrete columns?

    <p>Failure is brittle</p> Signup and view all the answers

    What is the primary cause of failure in axially loaded tied columns?

    <p>Spalling of the concrete cover</p> Signup and view all the answers

    At what point does cracking usually start to appear in axially loaded reinforced concrete columns?

    <p>Approximately 80% of the total load</p> Signup and view all the answers

    Why are columns designed with a much higher safety factor than beams?

    <p>Due to potential for sudden failure</p> Signup and view all the answers

    What type of failure mode is usually observed in axially loaded reinforced concrete columns?

    <p>Sudden failure with little warning</p> Signup and view all the answers

    What factor contributes to the buckling of longitudinal bars in tied columns?

    <p>Lack of lateral support</p> Signup and view all the answers

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