Page 361 - Marks Calculation for Machine Design
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P1: Sanjay
                                      15:14
                          January 4, 2005
        Brown.cls
                 Brown˙C08
                              U.S. Customary  MACHINE ASSEMBLY    SI/Metric       343
                    and                                and
                       C 2 = (2 t tan α + D + d)(D − d)   C 2 = (2 t tan α + D + d)(D − d)
                                                                           ∗
                                                                       ◦
                                     ◦
                         = (2 t middle tan 30 + D + d bolt )  = (2 t middle tan 30 + D + d bolt )
                                         ∗
                                                                 ∗
                              ∗
                           ×(D − d bolt )                     ×(D − d bolt )

                             (2)(0.219 in)(0.577)              (2)(0.0055 m)(0.577)
                         =                                  =
                             +(1.30 in) + (0.625 in)           +(0.033 m) + (0.016 m)
                           × ((1.30 in) − (0.625 in))         × ((0.033 m) − (0.016 m))
                         = (2.18 in)(0.675 in)              = (0.055 m)(0.017 m)
                         = 1.47 in 2                        = 0.00094 m 2
                    Therefore,                         Therefore,
                                       lb                                   N
                           (1.814) 30 × 10 6  (0.625 in)     (1.814) 2.07 × 10 11  (.016 m)
                                       in 2                                m 2
                    k middle =            	            k middle =            2
                                    1.79 in 2                         0.00113 m
                                 ln                                ln        2
                                    1.47 in 2                         0.00094 m
                                       7
                                                                          9
                                 3.40 × 10 lb/in                    6.00 × 10 N/m
                          k middle =                         k middle =
                                    0.197                              0.184
                                       8
                               = 1.73 × 10 lb/in                 = 3.26 × 10 10  N/m
                    Step 8. The remaining thickness of the steel  Step 8. The remaining thickness of the steel
                    member plus the thickness of the steel washer  member plus the thickness of the steel washer
                    is half the grip length (L grip /2). Substitute this  is half the grip length (L grip /2). Substitute
                    thickness (L grip /2), the given bolt diameter  this thickness (L grip /2), the given bolt diame-
                    (d bolt ), and the modulus of elasticity (E steel ) in  ter (d bolt ), and the modulus of elasticity (E steel )
                    Eq. (8.22) to find the stiffness (k 1 ) as  in Eq. (8.22) to find the stiffness (k 1 ) as
                                (π tan 30 ) Ed                     (π tan 30 ) Ed
                                      ◦
                                                                        ◦
                        k 1 =                              k 1 =
                                                                         ◦
                                2 t tan 30 + 0.5 d                 2 t tan 30 + 0.5 d
                                      ◦
                             ln 5                              ln 5
                                2 t tan 30 + 2.5 d                 2 t tan 30 + 2.5 d
                                      ◦
                                                                         ◦
                                  ◦                                  ◦
                             (π tan 30 ) E steel d bolt        (π tan 30 ) E steel d bolt
                          =                                  =
                                    C 1                                C 1
                                ln 5                               ln 5
                                    C 2                                C 2
                    where                              where
                                                                    ◦
                                 ◦
                       C 1 = 2 t tan 30 + 0.5 d           C 1 = 2 t tan 30 + 0.5 d

                              L grip                             L grip
                          = 2      tan 30 + 0.5 d bolt      = 2       tan 30 + 0.5 d bolt
                                                                         ◦
                                       ◦
                               2                                  2
                          = 2 (1.0625 in/2) tan 30 ◦        = 2 (0.027 m/2) tan 30 ◦
                            + 0.5 (0.625 in)                  + 0.5 (.016 m)
                          = 0.93 in                         = 0.024 m
                    and                                and
                                 ◦
                                                                    ◦
                       C 2 = 2 t tan 30 + 2.5 d           C 2 = 2 t tan 30 + 2.5 d

                              L grip                             L grip
                          = 2      tan 30 + 2.5 d bolt      = 2       tan 30 + 2.5 d bolt
                                                                         ◦
                                       ◦
                               2                                  2
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