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                 376    Mechanical Engineering Design



                                     Assume generous fillet radius for gear at I.
                                        From Table 7–1, estimate K t = 1.7, K ts = 1.5. For quick, conservative first
                                     pass, assume K f = K t , K fs = K ts .
                                        Choose inexpensive steel, 1020 CD, with S ut = 68 kpsi. For S e ,
                                                            b
                                     Eq. (6–19)      k a = aS = 2.7(68) −0.265  = 0.883
                                                           ut
                                     Guess k b = 0.9. Check later when d is known.
                                                             k c = k d = k e = 1
                                     Eq. (6–18)    S e = (0.883)(0.9)(0.5)(68) = 27.0 kpsi
                                     For first estimate of the small diameter at the shoulder at point I, use the
                                     DE-Goodman criterion of Eq. (7–8). This criterion is good for the initial design,
                                     since it is simple and conservative. With M m = T a = 0, Eq. (7–8) reduces to
                                                  ⎧                               ⎞⎫ 1/3
                                                        ⎛                       1/2
                                                                              2



                                                  ⎪                                 ⎪
                                                  ⎨                   3 K fs T m    ⎬
                                                          2 K f M a
                                                                                  ⎟
                                                    16n ⎜
                                               d =                +
                                                  ⎪ π   ⎝    S e          S ut    ⎠ ⎪
                                                  ⎩                                 ⎭
                                                                                               1/3

                                                                                        2 1/2
                                                    16(1.5)  2 (1.7)(3651)  3 [(1.5)(3240)]
                                               d =                      +
                                                      π        27 000           68 000
                                               d = 1.65 in
                                     All estimates have probably been conservative, so select the next standard size
                                     below 1.65 in. and check, d   1.625 in.
                                        A typical D/d ratio for support at a shoulder is D/d   1.2, thus, D   1.2(1.625)
                                     1.95 in. Increase to D   2.0 in. A nominal 2 in. cold-drawn shaft diameter can be
                                     used. Check if estimates were acceptable.
                                                               D/d = 2/1.625 = 1.23
                                                               ∼
                                     Assume fillet radius r = d/10 = 0.16 in. r/d = 0.1
                                                    K t = 1.6 (Fig. A–15–9), q = 0.82 (Fig. 6–20)
                                     Eq. (6–32)     K f = 1 + 0.82(1.6 − 1) = 1.49
                                                    K ts = 1.35 (Fig. A–15–8), q s = 0.85 (Fig. 6–21)
                                                   K fs = 1 + 0.85(1.35 − 1) = 1.30
                                                    k a = 0.883 (no change)
                                                                −0.107
                                                          1.625

                                     Eq. (6–20)     k b =            = 0.835
                                                           0.3
                                                    S e = (0.883)(0.835)(0.5)(68) = 25.1 kpsi
                                                         32K f M a  32(1.49)(3651)

                                     Eq. (7–5)      σ =          =              = 12 910 psi
                                                     a
                                                           πd 3      π(1.625) 3
                                                                        1/2  √
                                                                      2


                                                             16K fs T m       3(16)(1.30)(3240)
                                     Eq. (7–6)      σ = 3                 =                   = 8659 psi

                                                     m
                                                               πd 3              π(1.625) 3
                                     Using Goodman criterion
                                                       1   σ a    σ m    129 10  8659
                                                         =    +    =        +       = 0.642
                                                      n f  S e  S ut  25 100  68 000
                                                      n f = 1.56
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