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                                                                                          Shafts and Shaft Components  375


                                        Solution
                                                                                   W 23 r
                                        Perform free body diagram           y          W 23 t
                                                                                                      r
                                        analysis to get reaction forces                              W 54
                                        at the bearings.
                                                                                                             R By
                                                                            R
                                        R Az = 115.0 lbf                    Ay
                                                                                                       t
                                                                                                     W
                                        R Ay = 356.7 lbf                   A                           54    B
                                                                                  x  G            I    J  K
                                        R Bz = 1776.0 lbf
                                        R By = 725.3 lbf               R Az                               R Bz
                                                                    z

                                        From  M x , find the torque in     T
                                        the shaft between the gears,                 3240
                                              t
                                        T = W (d 3 /2) = 540 (12/2) =
                                              23
                                        3240 lbf · in .
                                        Generate shear-moment                              655
                                                                           V
                                        diagrams for two planes.               115



                                                                   x-z Plane                            1776
                                                                                               3341
                                                                           M                             3996
                                                                                                            2220
                                                                                     230



                                                                                357
                                                                           V
                                                                                           160
                                                                                                         725
                                                                                                1472
                                                                    x-y Plane
                                                                                                         1632
                                                                           M         713
                                                                                                            907




                                                                                                3651
                                        Combine orthogonal planes as     M TOT                           4316
                                        vectors to get total moments,
                                                √                                                           2398
                                                      2
                                                             2
                                        e.g., at J,  3996 + 1632 =                   749
                                        4316 lbf · in.
                                            Start with Point I, where the bending moment is high, there is a stress con-
                                          centration at the shoulder, and the torque is present.
                                                     At I, M a = 3651 lbf   in, T m = 3240 lbf   in, M m = T a = 0
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