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Building Design and Construction Handbook - Merritt - Ventech!

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5.68 SECTION FIVE<br />

FIGURE 5.49 Principle of virtual work applied<br />

to determination of a simple-beam reaction<br />

(a) <strong>and</strong> (b) <strong>and</strong> to the reaction of a beam with<br />

a suspended span (c) <strong>and</strong> (d).<br />

As an example of how the principle<br />

may be used to find a reaction of a statically<br />

determinate beam, consider the<br />

simple beam in Fig. 5.49a, for which the<br />

reaction R is to be determined. First, replace<br />

the support by an unknown force<br />

R. Next, move that end of the beam upward<br />

a small amount dy as in Fig. 5.49b.<br />

The displacement under the load P will<br />

be xdy/L, upward. Then, by the principle<br />

of virtual work, Rdy� Px dy/L �<br />

0, from which R � Px/L.<br />

The principle may also be used to<br />

find the reaction R of the more complex<br />

beam in Fig. 5.49c. The first step again<br />

is to replace the support by an unknown<br />

force R. Next, apply a virtual downward<br />

displacement dy at hinge A (Fig. 5.49d<br />

). Displacement under load P is xdy/c,<br />

<strong>and</strong> at the reaction R, ady/(a � b). According<br />

to the principle of virtual work,<br />

�Ra dy/(a � b) � Px dy/c � 0, from<br />

which reaction R � Px(a � b)/ac. In<br />

this type of problem, the method has the<br />

advantage that only one reaction need<br />

be considered at a time <strong>and</strong> internal<br />

forces are not involved.<br />

5.10.2 Strain Energy<br />

When an elastic body is deformed, the<br />

virtual work done by the internal forces<br />

is equal to the corresponding increment<br />

of the strain energy dU, in accordance with the principle of virtual work.<br />

Assume a constrained elastic body acted upon by forces P 1, P 2,...,forwhich<br />

the corresponding deformations are e 1, e 2 ....Then, �P n de n � dU. The increment<br />

of the strain energy due to the increments of the deformations is given by<br />

�U �U<br />

dU � de1 � de2 � ���<br />

�e �e<br />

1 2<br />

In solving a specific problem, a virtual displacement that is not convenient in simplifying<br />

the solution should be chosen. Suppose, for example, a virtual displacement<br />

is selected that affects only the deformation e n corresponding to the load P n, other<br />

deformations being unchanged. Then, the principle of virtual work requires that<br />

This is equivalent to<br />

�U<br />

P de � de<br />

n n n<br />

�en

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