Page 348 - Marks Calculation for Machine Design
P. 348

P1: Sanjay
                          January 4, 2005
                 Brown˙C08
        Brown.cls
                  330
                            U.S. Customary 15:14  APPLICATION TO MACHINES  SI/Metric
                  where                              where
                                                                ◦
                              ◦
                    C 1 = 2 t tan 30 + 0.5 d          C 1 = 2 t tan 30 + 0.5 d
                                   ◦                                 ◦
                      = 2 (L grip /2) tan 30 + 0.5 d bolt  = 2 (L grip /2) tan 30 + 0.5 d bolt
                                                                       ◦
                                    ◦
                      = 2 (1.75 in/2) tan 30 + 0.5 (0.5in)  = 2 (0.045 m/2) tan 30 + 0.5 (.012 m)
                      = 1.26 in                         = 0.032 m
                  and                                and
                                                                ◦
                    C 2 = 2 t tan 30 + 2.5 d          C 2 = 2 t tan 30 + 0.5 d
                              ◦
                                   ◦                                 ◦
                      = 2 (L grip /2) tan 30 + 2.5 d bolt  = 2 (L grip /2) tan 30 + 2.5 d bolt
                                                                       ◦
                                    ◦
                      = 2 (1.75 in/2) tan 30 + 2.5 (0.5in)  = 2 (0.045 m/2) tan 30 + 2.5 (.012 m)
                      = 2.26 in                         = 0.056 m
                  Therefore,                         Therefore,
                                     lb                                 N
                         (1.814) 16 × 10 6  (0.5in)        (1.814) 1.1 × 10 11  (.012 m)
                                     in 2                               m 2
                     k 2 =                            k 2 =
                                  1.26 in                           0.032 m
                               ln 5                              ln 5
                                  2.26 in                           0.056 m
                               7
                                                                 9
                         1.45 × 10 lb/in                   2.39 × 10 N/m
                       =                                 =
                            1.025                             1.05
                                                                 9
                               7
                       = 1.42 × 10 lb/in                 = 2.28 × 10 N/m
                  Step 5. Substitute the thickness (t 1 ), the bolt  Step 5. Substitute the thickness (t 1 ), the bolt
                  diameter (d bolt ), and the modulus of elasticity  diameter (d bolt ), and the modulus of elasticity
                  (E 1 ) in Eq. (8.22) to find the stiffness (k 1 ) as  (E 1 ) 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 1 d bolt             (π tan 30 ) E 1 d bolt
                         =                                  =
                              ln 5  C 1                          ln 5  C 1
                                  C 2                               C 2
                  where                              where
                                                                 ◦
                               ◦
                     C 1 = 2 t tan 30 + 0.5 d          C 1 = 2 t tan 30 + 0.5 d
                               ◦                                  ◦
                       = 2 t 1 tan 30 + 0.5 d bolt       = 2 t 1 tan 30 + 0.5 d bolt
                                    ◦
                                                                      ◦
                       = 2 (0.75 in) tan 30 + 0.5 (0.5in)  = 2 (0.02 m) tan 30 + 0.5 (.012 m)
                       = 1.17 in                         = 0.029 m
                  and                                and
                                                                 ◦
                               ◦
                     C 2 = 2 t tan 30 + 2.5 d          C 2 = 2 t tan 30 + 2.5 d
                               ◦                                  ◦
                       = 2 t 1 tan 30 + 2.5 d bolt       = 2 t 1 tan 30 + 2.5 d bolt
                                    ◦
                       = 2 (0.75 in) tan 30 + 2.5 (0.5in)  = 2 (0.02 m) tan 30 + 2.5 (.012 m)
                                                                      ◦
                       = 2.17 in                         = 0.053 m
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