Page 328 - Marks Calculation for Machine Design
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P1: Shashi
                          January 4, 2005
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                  Step 13. Calculate the factor-of-safety (n) using Eq. (7.34), which represents the distance
                  (d) in Fig. 7.24, as  15:4  STRENGTH OF MACHINES
                        1   τ a  τ m  27.8MPa  278.0MPa
                          =   +    =         +          = (0.644) + (0.659) = 1.303
                        n   S e  S us  43.2MPa  422.1MPa
                             1
                        n =      = 0.77 (unsafe!)
                            1.303
                  which means the design is unsafe, because the factor-of-safety n is less than 1.
                    The main reason the design is unsafe is the fact that in step 8 the test specimen en-
                  durance limit (S ) was reduced by over 85 percent, primarily due to the surface finish

                              e
                  factor (k a ) that was calculated in step 1 to be 0.45, which is a 55 percent reduction by
                  itself.
                    Just for curiosity, what if the endurance limit were doubled, from 43.2 MPa to 86.4 MPa,
                  howwouldthischangethefactor-of-safety(n)?Substitutingthisnewvaluefortheendurance
                  limit (S e ) into the Goodman theory, previously calculated in step 13 above, gives a safe
                  value.
                        1   τ a  τ m  27.8MPa  278.0MPa
                          =   +    =         +          = (0.322) + (0.659) = 0.981
                        n   S e  S us  86.4MPa  422.1MPa
                             1
                        n =      = 1.02 (not by much, but safe!)
                            0.981
                  Step 14. Plot the mean shear stress (τ m ) and alternating shear stress (τ a ) from step 11, the
                  ultimate shear strength (S us ) found from step 12, and the endurance limit (S e ) calculated
                  in step 8 in a Goodman diagram like that shown in Fig. 7.28.



                        (t )
                         a
                                                            Scale: 15 MPa × 7.5 MPa
                       120
                        90                 Goodman line
                        60
                            S                        Calculated stresses
                       43.2  e
                        30
                       27.8
                                   t m      t a        S us           S ut
                         0
                                                                            (t )
                                                                             m
                           0      120      240     360 422.1  480   600 660
                                             278.0                    630
                      FIGURE 7.28  Goodman diagram for Example 3 (SI/metric).

                    Notice the point (τ m ,τ a ) representing the calculated shear stresses falls outside the
                  Goodman line, which confirms that the design is unsafe as determined mathematically
                  in step 13.
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