In case of a horizontal beam loaded under bending, the point of inflexion or contra flexure corresponds to a point on the beam, where

In case of a horizontal beam loaded under bending, the point of inflexion or contra flexure corresponds to a point on the beam, where Correct Answer Bending moment changes its sign

Concept:

Point of contraflexture

  • It is the point where bending moment changes its sign i.e., from positive value to a negative value or vice versa.
  • At point of contraflexture the value of bending moment is zero.
  • Point of contraflexture may exist in beam depending on the loading conditions, sometimes it won't exist.
  • Sometimes it may exist two or more times. It's not necessary that it exists in every beam.

 

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Related Questions

How far is point 'R' from Point 'T'? Statement (I): Point 'R' is 5 metres to the north of point 'M'. Point 'U' is 4 metres to the east of point 'R'. Point 'T' is to the west of point 'R' such that points 'U' 'R' and 'T' form a straight line of  metres. Statement (II): Point 'Z' is metres to the south of point 'T'. Point 'U' is  metres to the east of point 'T'. Point 'M' is  metres to the east of point 'Z'. Point 'R' is  metres to the north of point 'M'. Point 'R' lies on the line formed by joining points 'T' and 'U'.
When does contra flexure point occur on a beam? 
Which of the following beam is likely to have point of contra-flexure?