Moment area method

Method for finding deflections in a framed structure by the use of moment area curve.

First Theorem

Picture illustrating the first theorem

Theorem 1: The change in slope between any two points on the elastic curve equals the area of the M/EI diagram between these two points.

 

θAB=ABMEIdx

where

  • M moment
  • EI flexural rigidity
  • θAB ... change in slope between points A and B
  • A, B ... points on the elastic curve

Second Theorem

Picture illustrating the second theoremTheorem 2: The deviation of the tangent at point B on the elastic curve with respect to the tangent at point A equals the "moment" of the M/EI diagram between points A and B computed about point A (the point on the elastic curve), where the deviation tA/B is to be determined.

tA/B=ABMEIˉxdx
 

where

  • M moment
  • EI flexural rigidity
  • tA/B ... deviation of tangent at point B with respect to the tangent at point A
  • ˉx ... centroid of M/EI diagram measured horizontally from point A
  • A, B ... points on the elastic curve

References

  • Russel C. Hibbeler: Structural Analysis, 3rd Edition, Prentice Hall, 1995, chapter 8, p. 354-569, ISBN 0-02-354041-9

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