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4.10 The reciprocal theorem  103

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                                  pe r p os i tG-
         An extremely useful principle employed in the analysis of linearly elastic structures is
         that of superposition. The principle states that if the displacements at all points in an
         elastic body are proportional  to the forces producing them, i.e. the body is linearly
         elastic, the,effect on such a body of a number of forces is the sum of  the effects of
         the forces applied separately. We shall make immediate use of  the principle in the
         derivation of the reciprocal theorem in the following section.






         The reciprocal theorem is an exceptionally powerful method  of  analysis of  linearly
         elastic structures and is accredited in turn to Maxwell, Betti and Rayleigh. However,
         before we establish the theorem we first consider a useful property of linearly elastic
         systems resulting from  the  principle of  superposition.  The principle enables us  to
         express the deflection of any point  in a structure in terms of a constant coefficient
         and the applied loads. For example, a load PI applied at a point 1 in a linearly elastic
         body will produce a deflection AI at the point given by

                                        Ai = QllPl
         in which the influence orflexibility  coefficient all is defined as the deflection at the
         point  1 in the direction of PI, produced by a unit load at the point  1 applied in the
         direction  of  P1. Clearly,  if  the  body  supports  a  system  of  loads  such  as  those
         shown in Fig. 4.24, each of the loads PI, Pz, . . . , P,, will contribute to the deflection
         at the point 1. Thus, the corresponding deflection A, at the point 1 (i.e. the total deflec-
         tion in the direction of Pi produced by all the loads) is then

                               AI =allPl +a12P2+~~~+al,P,
         where aI2 is the deflection at the point 1 in the direction of PI, produced by a unit load
         at the point 2 in the direction of the load P2 and so on. The corresponding deflections




















                                                   .
         Fig. 4.24  Linearly elastic body subjected to loads f,, fz, f3,. , f,,.
                                                  .
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