Page 92 - 4749
P. 92

d               d
                         M   G        2 dF   GJ  ,
                           x                    
                                 dx               dx
                                    F
                  or
                                  d    M
                                         x  ,                         (5.7)
                                  dx    GJ
                                           
             where  J      2 dF  –  the polar moment of inertia of the cross-
                       
                         F
           section; product GJ  – the cross-sectional hardness in torsion.
                              
             The  dependence  (5.7)  expresses  the  Hooke's  law  in  torsion.
           Substituting the expression for d  dx in the formula (5.6)
                                       M
                                       x   .                        (5.8)
                                   
                                       J
                                        
             The maximum tangential stresses will get when          (fig.
                                                                    max
           5.6)
                                        M
                                         x  ,                        (5.9)
                                   max
                                        W
                                          
                          J 
            where W           –  the polar moment of resistance.
                     
                         
                          max



















                                       Figure 5.6
                                          92
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