Yield Line Theory in Structural Analysis
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Questions and Answers

What is the main purpose of the yield line theory?

  • To determine the maximum bending moment in a slab
  • To control the propagation of cracks in a slab
  • To calculate the ultimate load on a slab
  • To analyze the reinforcement yielding in a slab (correct)
  • What is the role of yield lines in the yield line theory?

  • To control the rotation of slab members
  • To gradually develop and propagate cracks in the slab
  • To prevent cracks from developing in the slab
  • To indicate points of maximum bending moment in the slab (correct)
  • Why do slabs under the yield line theory mostly have under-reinforcement?

  • To facilitate the yielding of reinforcement at points of high bending moment (correct)
  • To reduce the overall weight of the slab
  • To allow for controlled rotation of members
  • To prevent excessive deformations under constant limit moment
  • What leads to the formation of a mechanism causing the collapse of a slab under the yield line theory?

    <p>Uncontrolled rotation of members</p> Signup and view all the answers

    Study Notes

    Yield Line Theory

    • The main purpose of the yield line theory is to predict the ultimate load-carrying capacity of a slab by analyzing the formation of a collapse mechanism.

    Role of Yield Lines

    • Yield lines are lines of maximum bending moment and minimum curvature, playing a crucial role in the yield line theory by dividing the slab into a series of strips.

    Under-Reinforcement in Slabs

    • Slabs under the yield line theory often have under-reinforcement, which is attributed to the assumption that the reinforcement is only capable of resisting the bending moment at the yield line.

    Collapse Mechanism

    • The formation of a mechanism causing the collapse of a slab under the yield line theory is led by the concentration of bending moments at the yield lines, resulting in the failure of the slab.

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    Test your knowledge about the yield line theory, an analysis method for evaluating the collapse loads of slabs based on bending moments and development of yield lines.

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