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3. Microsuspensions                                               133
         rotations  about the x-axis and the  y-axis, respectively.  Translation about
         either the x- or  y-axis  is  possible,  but at least one of the  four  members is
         subject to compression in that case, which might lead to elastic instability (or
         buckling), as will be discussed in Chapter 5.
             Each beam-spring will be defined by means of stiffnesses that related to
         either bending or torsion. Figure 3.3 is the model of a beam suspension, and
         indicates the corresponding  boundary  conditions and the  load  generated by
         the central mass inertia when the motion about the z-axis is of interest.

















                     Figure 3.3 Beam-spring model for bending-related stiffness
          In order to find the linear direct-bending stiffness  (or  simply  the
          procedure that has been applied within the previous chapters is again utilized.
          A  force   is applied and  the  unknown bending moment  reaction   is
          determined followed by calculation  of the  deflection   which  enables
          specification of  the sought  stiffness.  Both  steps are  solved by means of
          Castigliano’s displacement theorem.  It can be shown that in the case where
          the beam has a variable cross-section, the stiffness is:





          where:





          The compliances of Eqs. (3.1) and (3.2) have been given in Chapter 1  for a
          constant rectangular cross-section beam.  By substituting them in  Eqs.  (3.1)
          and (3.2), one obtains:





          The bending compliances of Eqs. (3.1) and (3.2) can be expressed in terms of
          their corresponding stiffnesses, as shown in Chapter 1, in the matrix form:
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