Design of Concrete Members For Torsion
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Questions and Answers

What is the reason for limiting the size of a cross-section in structural design?

  • To improve aesthetic appearance only
  • To prevent crushing of the surface concrete due to inclined compressive stresses (correct)
  • To enhance ductility of the structure
  • To reduce material costs
  • When is it permissible to take the angle (θ) equal to 45 degrees?

  • For prestressed members
  • When dealing with excessive torsional forces
  • For non-prestressed members (correct)
  • When reinforcement spacing exceeds a certain limit
  • What is the minimum area of transverse closed stirrups required for torsional reinforcement?

  • $0.062ywfbs$
  • $0.35ywfs$
  • $0.062ywfb$ (correct)
  • $0.35ywfb$
  • How should the longitudinal reinforcement required for torsion be distributed around the perimeter of the closed stirrups?

    <p>With a maximum spacing of 300 mm</p> Signup and view all the answers

    In what position should the longitudinal bars or tendons be placed relative to the stirrups?

    <p>Inside the stirrups</p> Signup and view all the answers

    In the design for torsion of reinforced concrete beams, the torsional resistance is primarily provided by which components?

    <p>Closed stirrups and longitudinal bars near the surface</p> Signup and view all the answers

    What is the significance of a torque that does not exceed one-quarter of the cracking torque in a reinforced concrete beam subjected to torsion?

    <p>It can be ignored as it does not reduce the flexural or shear strength significantly</p> Signup and view all the answers

    What happens to the cracking torsion in a reinforced concrete beam under pure torsion?

    <p>It is derived by considering an equivalent thin-walled tube before cracking</p> Signup and view all the answers

    How is cracking assumed to occur in a reinforced concrete beam under torsion?

    <p>When principal tensile stress reaches a specific value</p> Signup and view all the answers

    What does the principal tensile stress equal in a non-prestressed beam loaded with torsion alone?

    <p>$\frac{T}{2Aot}$</p> Signup and view all the answers

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