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Steel Designers Manual - TheBestFriend.org

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This material is copyright - all rights reserved. Reproduced under licence from The <strong>Steel</strong> Construction Institute on 12/2/2007<br />

To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.<strong>org</strong>/<br />

<strong>Steel</strong> <strong>Designers</strong>' <strong>Manual</strong> - 6th Edition (2003)<br />

310 Introduction to manual and computer analysis<br />

9.5.3 The area moment method<br />

The simplest technique of analysing a beam which is indeterminate to a low degree<br />

is by the area moment method.The method is based on two theorems (see Fig. 9.22):<br />

• Area Moment Theorem 1: The change in slope (in radians) between two points<br />

of the deflection curve in a loaded beam is numerically equal to the area under<br />

the M/EI diagram between these two points.<br />

• Area Moment Theorem 2: The vertical intercept on any chosen line between the<br />

tangents drawn to the ends of any portion of a loaded beam, which was originally<br />

straight and horizontal, is numerically equal to the first moment of the area<br />

under the M/EI diagram between the two ends taken about that vertical line.<br />

M<br />

qB - qA<br />

= area of diagram between A and B<br />

EI<br />

M<br />

= Ú d<br />

EI x<br />

B<br />

A<br />

M<br />

D= moment of the diagram between A and B taken about the<br />

EI<br />

vertical line RS<br />

Mx<br />

= Ú d<br />

EI x<br />

B<br />

A<br />

Fig. 9.22 Area moment theorems<br />

I I I I<br />

I I I I<br />

I I M/EI diagram R<br />

deflection curve ______<br />

eB:eA<br />

(9.16)<br />

(9.17)

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