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Question

The point on the beam where the curvature changes from sagging to hogging is a point of ________.

The correct answer is
contraflexure

Beam Curvature Change Point

A beam's curvature describes how it bends under load. Sagging refers to downward curvature (like a smile), typically associated with a positive bending moment. Hogging refers to upward curvature (like a frown), usually associated with a negative bending moment.

The specific location on a beam where the curvature transitions from one type to the other (sagging to hogging, or hogging to sagging) is a critical point. At this exact point, the bending moment of the beam changes its sign (from positive to negative or vice versa).

Identifying the Point of Contraflexure

This unique point is technically defined as the point of contraflexure. It is also sometimes referred to as the point of inflection.

Analysis of Options:

  • Point of Contraflexure: Accurately describes the location where curvature changes from sagging to hogging.
  • Centre of Gravity: This point relates to the distribution of mass, not the bending behavior or curvature change.
  • Maximum Stress: Maximum stress occurs where the bending moment is maximum, which is not necessarily the same point where the curvature changes direction.
  • Maximum Shear Stress: This relates to the shear force distribution, typically found near supports, and is distinct from the point of curvature change.

Therefore, the point on the beam where the curvature changes from sagging to hogging is identified as the point of contraflexure.

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Important Questions from Shear Force and Bending Moment

  1. For a simply supported beam of length L with a triangular load that varies gradually (linearly) from zero at both ends to w per unit length at the centre, the maximum bending moment is

  2. For simply supported beams, the bending moment at supports (or ends) is always

  3. A cantilever of length L carries a gradually (linearly) varying load from zero at its free end to w per unit length at the fixed end. The product of deflection and flexural rigidity at the free end is

  4. If the shear force at a section of a simply supported beam is zero, the bending moment at the section is

  5. Shear force at any point of the beam is the algebraic sum of

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