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The point where the bending moment is zero after changing its sign is known as
  • a)
    point of failure
  • b)
    point of maximum shear force
  • c)
    point of contraflexure
  • d)
    point of maximum deflection 
Correct answer is option 'C'. Can you explain this answer?
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The point where the bending moment is zero after changing its sign is ...
Points of zero bending moment
  • The points of contra flexure are points of zero bending moment, i.e. where the beam changes its curvature from hogging to sagging.
  • In a bending beam, a point of contra flexure is a location where the bending moment is zero (changes its sign).
  • In a bending moment diagram, it is the point at which the bending moment curve intersects with the zero lines.
Point of inflexion:
  • Point of inflexion is the point where the elastic deflection curve changes its curvature not bending moment diagram.
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The point where the bending moment is zero after changing its sign is ...
Point of Contraflexure

The point where the bending moment is zero after changing its sign is known as the point of contraflexure. This concept is important in structural analysis and design, particularly in analyzing beams and other members subjected to bending loads.

Explanation

When a beam is subjected to bending, the bending moment varies along its length. The bending moment can be positive or negative depending on the direction of bending. At certain points along the beam, the bending moment changes its sign from positive to negative or vice versa. The point where this sign change occurs is called the point of contraflexure.

Significance

The point of contraflexure is significant because it represents a transition in the bending behavior of the beam. It is the location where the beam changes from being concave up (positive bending) to concave down (negative bending) or vice versa. This point divides the beam into two regions with different bending characteristics.

Effect on Beam Behavior

At the point of contraflexure, the beam experiences a change in the curvature of its neutral axis. The bending moment is zero at this point, resulting in no internal bending stresses. However, shear forces may still be present.

Other Key Points
- The point of contraflexure is not necessarily the point of maximum deflection or maximum shear force.
- The point of contraflexure can occur at any location along the beam's length, depending on the applied loads and support conditions.
- It is important to identify the point of contraflexure in structural analysis to determine the critical sections for design and to ensure the beam's stability and integrity.

In conclusion, the point of contraflexure is the location where the bending moment changes its sign and becomes zero. It represents a transition in the bending behavior of the beam and is important for analyzing and designing structures subjected to bending loads.
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The point where the bending moment is zero after changing its sign is known asa)point of failureb)point of maximum shear forcec)point of contraflexured)point of maximum deflectionCorrect answer is option 'C'. Can you explain this answer?
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