Page 260 - Marks Calculation for Machine Design
P. 260

P1: Shibu
                                      14:56
                          January 4, 2005
        Brown.cls
                 Brown˙C06
                                           STRENGTH OF MACHINES
                  242
                    Example 2 (Sec. 5.3):
                                            1/2
                                2   2                  2     2        1/2

                              σ + σ − σ 1 σ 2   1   ((12) + (0) − (12)(0))
                               1    2
                                              =   =
                                    S y         n            12
                              1   (144 + 0 + 0) 1/2  (144) 1/2  12
                               =               =       =    = 1.0
                              n        12          12    12
                                  1
                              n =    = 1.0 (okay, but marginal)
                                  1.0
                    Example 3 (Sec. 5.3):
                                            1/2
                                2   2                  2     2        1/2

                              σ + σ − σ 1 σ 2   1   ((16) + (8) − (16)(8))
                               1    2
                                              =   =
                                    S y         n            12
                              1   (256 + 64 − 128) 1/2  (192) 1/2  13.86
                               =                 =        =      = 1.15
                              n         12           12      12
                                   1
                              n =     = 0.87 (unsafe)
                                  1.15
                    Example 4 (Sec. 5.3):
                                          1/2
                             2    2                  2       2          1/2

                            σ + σ − σ 1 σ 2   1  ((10) + (−10) − (10)(−10))
                             1   2
                                           =   =
                                  S y        n               12
                           1   (100 + 100 + 100) 1/2  (300) 1/2  17.32
                             =                  =        =      = 1.44
                           n          12            12      12
                                 1
                            n =    = 0.69 (unsafe)
                               1.44
                  Step 4. Compare the factors-of-safety found in step 3 with the maximum-normal-stress
                  theory for Example 3 (Sec. 5.3) and the maximum-shear-stress theory for Examples 5
                  (Sec. 5.2) and 4 (Sec. 5.3).
                    As stated earlier, the combination for Example 2 (Sec. 5.3) falls directly on the boundary
                  and where all three theories coincide. As both the principal stresses in Example 3 (Sec. 5.3)
                  are positive, use the first expression in Eq. (6.2) to give
                    Example 3 (Sec. 5.3):
                                         σ 1  1  16
                                           =   =    = 1.33
                                         S y  n  12
                                               1
                                          n =    = 0.75 (unsafe)
                                              1.33
                  where the factor-of-safety is smaller than obtained with the distortion-energy theory.
                    For Examples 5 (Sec. 5.2) and 4 (Sec. 5.3), use the expression in Eq. (6.6) to give
                    Example 5 (Sec. 5.2):
                                   σ 1 − σ 2  1  11 − (−4)  15
                                          =   =         =    = 1.25
                                     S y    n      12     12
                                             1
                                        n =     = 0.80 (unsafe)
                                            1.25
   255   256   257   258   259   260   261   262   263   264   265