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                             Alternating effective January 4, 2005  15:4  d  STRENGTH OF MACHINES  Goodman line
                                S e
                              (s eff )
                                                 Calculated stresses
                               a
                              stress
                                eff
                               s
                                a
                                 0
                                  0      s  eff               S ut
                                          m
                                                              eff
                                            Mean effective stress (s )
                                                             m
                           FIGURE 7.29  Goodman theory for combined loading.
                    Consider the following example that is a combination of both constant and varying loads,
                  which produce both normal and shear stresses, and is presented in both the U.S. Customary
                  and SI/metric system of units.

                                             U.S. Customary
                  Example 1. A circular shaft is acted upon by a combination of loadings: an applied torque
                  that produces a constant shear stress of 8 kpsi, an axial force that produces a constant normal
                  stress of 10 kpsi, and a bending moment that produces a completely reversed normal stress
                  of ±20 kpsi. Determine the factor-of-safety (n) using the Goodman theory for combined
                  loading.
                    The shaft is machined to a diameter of 1 in and has a keyway that results in a reduced
                                                                         ◦
                  stress concentration factor (K f ) equal to (1.15). The shaft operates at 200 F. Also, the
                  ultimate tensile strength (S ut ) is 75 kpsi.
                  solution
                  Step 1A. Using Eq. (7.8) and values for the coefficient (a) and exponent (b) from Table 7.1,
                  calculate the surface finish factor (k a ) as

                          k a = aS b  = (2.70 kpsi)(75 kpsi) −0.265  = (2.70)(0.3185) = 0.86
                                ut

                  Step 1B. Using Eq. (7.10) and the given diameter, calculate the size factor (k b ) as

                                      −0.1133     −0.1133

                                  d            1              −0.1133
                            k b =          =            = (3.33)    = 0.87
                                  0.3          0.3
                  Step 1C. As required by the process, use the load type factor (k c ) for bending from
                  Eq. (7.14) to be

                                                k c = 1
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