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120                                                         Chapter 2
             The bending stiffness of a constant rectangular cross-section microbridge
         is given  in Eq. (2.185),  and consequently, the ratio of the two microbridges,
                        can be expressed just in terms of the parameters b and w,  as
         plotted in  Fig. 2.38.  The  bending stiffness of the  right elliptic microbridge
         can be  10 times larger than the stiffness of the constant cross-section design,
         as illustrated in Fig. 2.38.

         5.2.2   Torsion

             A  torque    is applied at  point 2  of the microbridge  sketched in  Fig
         2.37 in order to determine the torsion-related stiffness at that point.  The two
         end-point  torque  reactions  are equal to  half the  torque  that  is  applied at
         midpoint 2. The torsional stiffness is defined as:





         The angular  displacement at  point  2 is found  by  means of  Castigliano’s
         displacement theorem as:







          By applying  considerations  similar to  the  ones presented for  bending, the
          torsional  stiffness can be expressed as:






          where the  compliance of Eq.  (2.188)  corresponds to the  2-3  interval of the
          microbridge.
             For a thin, constant cross-section configuration, the torsional stiffness of
          Eq. (2.170) simplifies to:






          which is indeed the known relationship.

          5.3    Compound Designs

              Microbridges can be  formed of different compliant  segments  that are
          connected serially and are fixed at the extremities of the chain, as pictured in
          Fig. 2.39 for instance.  Figure  2.39  gives the geometric  dimensions of  a
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