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P
                                    F         ;
                                      1
                                            
                                          
                                          1

          –  according to the calculated area determine dimensions of cross
             section or select account number from the assortment;
          –  determine the radius of inertia and rod flexibility according to
             tables find  1*;
          –  compare rates  1 and  1* and if the difference is small, check
             the  stability  condition  (5.24)  in  the  case  of  a  significant
             difference  in  values  of   1  and   1*  perform  second
             approximation, for which the optimal value of the coefficient
             of  reduction  of  the  basic  allowable  stress   2  will  be  the
             arithmetic mean
                                         *
                                    1   1  .
                                 2
                                       2
          Then repeat all the steps.
          To  get  a  satisfactory  solution,  usually  have  to  perform  some
          approximations.

          Questions for self-assessment

                 1.  What is the phenomenon of instability of compressed
                     rod?
                 2.  What kind of balance do you know?
                 3.  What is critical power and critical stress?
                 4.  How do you determine the factor of stability of
                     compressed rod?
                 5.  Which differential equation of bending theory is the
                     basis for the withdrawal of Euler's formula?
                 6.  What is called flexible rod?
                 7.  What is the radius of inertia of the cross section of the
                     rod?
                 8.  What kind of Euler’s formula determines the value of
                     the critical force?
                 9.  How do the stiffness of the cross-section and length of
                     the rod act at the critical force?

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