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42                                                          Chapter 1
         Example 1.10
             Consider a  quarter-circle fixed-free  curved bar for  which w = 0.1  R.
         Calculate the  compliance      by  considering that  the beam  is  thick and
         then compare the result  with the  one  produced when  considering that  the
         beam is thin.


         Solution
             For a thin  curved beam,  the compliance of interest is  in  this particular
         case





          For a thick beam, the same compliance is given in Eq (1.131). After carrying
         out the  required  numerical calculations, the  ratio  between the  compliance
                calculated according to the thin beam theory and the same compliance
         computed by means of the thick beam assumption is 0.999, which proves that
          for the limit value w = 0.1 R, both theories provide similar predictions.


         Example 1.11
             Find the  out-of-the-plane (z-direction)  deflection of  the  free end  1
          produced by the force           acting  about a direction perpendicular to
          the plane of the free-fixed quarter-circle microbeam of Fig.  1.24. The radius
          of the circle is         and the cross-section  is rectangular with
             and           The  material  is  homogeneous with E =  150 GPa and























                       Figure 1.24 Out-of-the-plane loading of a curved beam

          Solution
              The deflection about the z-direction of point 1 can be found by using Eq.
          (1.137) in the form:
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