Page 387 - Marks Calculation for Machine Design
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P1: Naresh
                          January 4, 2005
                                      15:28
        Brown.cls
                 Brown˙C09
                                             MACHINE ENERGY
                    stresses into a single shear stress, with no normal stresses present, is actually the maximum
                    shear stress (τ max ) and given by the two terms in Eq. (9.3) as  369
                                            τ max = τ  + τ torsion               (9.3)
                                                  direct
                                                  shear
                      From Eq. (1.12) in Chap. 1, and using Eq. (9.1), the shear stress due to direct shear is
                    given by Eq. (9.4) as
                                                     V   F
                                              τ    =   =                         (9.4)
                                               direct  A  A
                                               shear
                    where (A) is the cross-sectional area of the wire.
                      From Eq. (1.21) in Chap. 1, and using Eq. (9.2), the shear stress due to torsion is given
                    by Eq. (9.5) as

                                                        D
                                                    F ×    r
                                              Tr        2     FDr
                                       τ torsion =  =       =                    (9.5)
                                              J        J       2J
                    where (r) is the outside radius and (J) is the polar moment of inertia of the wire.
                      For a circular cross section with a diameter (d), the area (A), the outside radius (r), and
                    the polar moment of inertia (J) are given by the following equations
                                            π  2
                                        A =  d                                   (9.6)
                                            4
                                            d
                                        r =                                      (9.7)
                                            2
                                                         4
                                            1  4   1   d     π  4

                                        J =  πr =   π      =   d                 (9.8)
                                            2      2   2     32
                      Substituting these expressions for the area (A), the outside radius (r), and the polar
                    moment of inertia (J) in Eqs. (9.4) and (9.5) gives
                                              F     F    4F
                                       τ    =   =      =                         (9.9)
                                        direct  A  π  2  πd 2
                                        shear       d
                                                   4
                                                         d

                                                    FD
                                              FDr        2    8FD
                                       τ torsion =  =     π    =                (9.10)
                                               2J   2    d 4  πd 3
                                                       32
                      Substituting the expression for the shear stress due to direct shear from Eq. (9.9) and the
                    expression for the shear stress due to torsion from Eq. (9.10) in Eq. (9.3) gives Eq. (9.11).
                                                  4F    8FD      d      8FD
                              τ max = τ  + τ torsion =  +   =     + 1           (9.11)
                                     direct       πd 2  πd 3   2D      πd 3
                                     shear
                      If a spring index (C) is defined as
                                            D
                                        C =      where  6 ≤ C ≤ 12              (9.12)
                                            d
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