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where  A  – most uncertain bent axis deviation from a straight line
          status.
          On the  length of the  rod between the  hinge supports half-wave
          sinusoid fit as deviations will not be at  x   and  x  .
                                                              l
                                                    0
          If  n  more than one, then bent rod axis, described by the equation
                                        n x
                               y   A  sin   ,                      (5.10)
                                          l
          contains more than one half-wave sine wave-number  n  (rys.5.3).
          Under these conditions require a greater force is critical to keep
          the rod bent  in a state of  n  half-waves, as seen  from equation
          (5.7).
          So, if the gripping force  P   P , the rod has only one (straight)
                                        кр
          form of equilibrium that is stable.
          If  P   P , in addition, there is another with a straight (curved)
                  кр
          shape equilibrium and rectilinear form of equilibrium is unstable
          and stable equilibrium shape is distorted.
          It should be noted that the critical force does not depend on the
          characteristics of the material of the rod.

          5.3 Influence of rod fixing on the value of the critical
          force

           Euler's formula (5.8) is derived for the rod with hinged supports.
                                                   This case of fixing and
                                                   loading (Fig. 5.4, a) is
                                                   called the principal. In
                                                   practical  calculations
                                                   there are other ways of
                                                   fixing  the  compressed
                                                   cores (Fig. 5.4, b-f).
                                                   Generalized     Euler's
                                                   formula  to  determine
                                                   the  critical  force  has
                                                   the form



                       Figure 5.4



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