Biyernes, Abril 01, 2011

Beam Deflections: Moment-Area Method

Area-moment method involves the area of the moment diagram.


Deviation and Slope of Beam by Area-Moment Method


Theorem 1

The change in slope between the tangents drawn to the elastic curve at any two points A and Bis equal to the product of 1/EI multiplied by the area of the moment diagram between these two points, provided that the elastic curve is continuous between the two points. In symbol,
$ \theta_{AB} = \dfrac{1}{EI}(\text{Area}_{AB}) $

Theorem 2

The deviation of any point B relative to the tangent drawn to the elastic curve at any other point A, in a direction perpendicular to the original position of the beam, is equal to the product of 1/EI multiplied by the moment of an area about B of that part of the moment diagram between points A and B, provided that the elastic curve is continuous between the two points. In symbol,
$ t_{B/A} = \dfrac{1}{EI} (Area_{AB}) \, \bar{X}_B $
and
$ t_{A/B} = \dfrac{1}{EI}(Area_{AB}) \cdot \bar X_A $

Rules of Sign

area-moment-rules-of-sign.jpg

 •The deviation at any point is positive if the point lies above the tangent, negative if the point is below the tangent.

•Measured from left tangent, if θ is counterclockwise, the change of slope is positive, negative if θ is clockwise.

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