Page 349 - Marks Calculation for Machine Design
P. 349

P1: Sanjay
                          January 4, 2005
                                      15:14
        Brown.cls
                 Brown˙C08
                              U.S. Customary  MACHINE ASSEMBLY    SI/Metric       331
                    Therefore,                         Therefore,
                                       lb                                 N
                          (1.814) 30 × 10 6  (0.5in)        (1.814) 2.07 × 10 11  (.012 m)
                                       in 2                               m 2
                      k 1 =                             k 1 =
                                    1.17 in                           0.029 m
                                ln 5                              ln 5
                                    2.17 in                           0.053 m
                                 7
                                                                  9
                          2.72 × 10 lb/in                   4.51 × 10 N/m
                        =                                 =
                              0.992                            1.006
                                                                  9
                                 7
                        = 2.74 × 10 lb/in                 = 4.48 × 10 N/m
                    Step6. Substitutethemiddlestiffness(k middle )  Step6. Substitutethemiddlestiffness(k middle )
                    found in step 3, the stiffness (k 2 ) found in  found in step 3, the stiffness (k 2 ) found in
                    step 4, and the stiffness (k 1 ) found in step 5 in  step 4, and the stiffness (k 1 ) found in step 5 in
                    Eq. (8.18) to determine the overall stiffness of  Eq. (8.18) to determine the overall stiffness of
                    the members (k members ) as        the members (k members ) as
                          1     1   1    1                  1      1   1    1
                              =   +   +                         =   +   +
                        k members  k 1  k 2  k middle     k members  k 1  k 2  k middle
                                     1                                 1
                              =                                 =
                                2.74 × 10 lb/in                   4.48 × 10 N/m
                                      7
                                                                         9
                                      1                                  1
                                +                                 +
                                        7
                                                                          9
                                 1.42 × 10 lb/in                    2.28 × 10 N/m
                                      1                                  1
                                +                                 +
                                        8
                                 2.69 × 10 lb/in                    4.98 × 10 10  N/m
                                       −8                              −10  
                                 3.65 × 10                          2.23 × 10
                                             in                                 m
                              =  +7.04 × 10  −8   lb          =  +4.39 × 10  −10   N
                                 +3.72 × 10 −9                      +2.01 × 10 −11
                              = 1.106 × 10 −7  in/lb            = 6.821 × 10 −10  m/N
                    Therefore,                         Therefore,
                                      1                                  1
                         k members =    −7                 k members =    −10
                                 1.106 × 10  in/lb                 6.821 × 10  m/N
                                                                         9
                                       6
                              = 9.04 × 10 lb/in                  = 1.47 × 10 N/m
                              = 9,040 kip/in                     = 1,470 MN/m
                      Note that the stiffness of the members found in Example 2 is about three times the stiffness
                    of the bolt found in Example 1. Also, the stiffness (k middle ) could have been neglected as it
                    was over ten times the stiffness (k 1 ) and over 20 times the stiffness (k 2 ). Remember, in a
                    series combination of stiffnesses, the lowest stiffness governs, not the highest.
                    8.2.3 Bolt Strength and Preload
                    The bolt strength, denoted by (S proof ), is the proof load, denoted by (F proof ), divided by the
                    tensile-stress area (A T ) and given in Eq. (8.24) as
                                                     F proof
                                               S proof =                        (8.24)
                                                      A T
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