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        ,                        (6.16)
                               a    1     m
                        2   
          where          1   0    –  coefficient  of  sensitivity  to  the
                    
                           
                            0
          asymmetry of the cycle.
          Broken lines  ACD  (fig. 6.5) limits the area of safety design: on
          site  AC  - equation (6.15) on the site  CD  - the equation (6.16).
          Let  the  set  operating  mode  details,  which  is  characterized  by
          alternating  stress     and  constant  stress   .  Then  a  series  of
                              a                       m
          standard  fittings  that  are  equally  strong  given  the  details
          determined by the average stress

                                    
                                   m    m
          and variable stress at the point  N  (fig. 6.6)

                                       k
                                    a   .
                                  a
                                      
                                        
          Limit values  of constant and variable components of stress at a
          point  M  (fig. 6.6), respectively:

                                              n   k
                          n  ,           a   .           (6.17)
                     
                                      
                       m гр     m      a гр
                                                 
                                                
          Analytical  expressions  for  the  factor  of  safety  get  in  the  joint
          solution  of  the  equations  of  straight  sections  AC   and  CD
          respectively:
                          і              .
                                      
                                              
           
             a гр    1      m гр      a гр    m гр    т
           Taking into account the expressions (6.17) we have
           n   k                   n   k
               a           т    a     n     ,
                             n  ,
                                               
                      
                                                       т
                       1
                                                 m
                                    
                                      
          where
                                                 
               n            1      ,    n        т     .
                        k                      k                  (6.18)
                                                
                      a           m          a         m
                                               
                                                 
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