Page 359 - 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       341
                    Example 5. Determine the load factor (n load ),  Example 5. Determine the load factor (n load ),
                    factor-of-safety against separation (n separation ),  factor-of-safety against separation (n separation ),
                    fatigue factor-of-safety (n fatigue ), and the factor-  fatigue factor-of-safety (n fatigue ), and the factor-
                    of-safety against yielding (n yield ) for a per-  of-safety against yielding (n yield ) for a per-
                    manent high-strength cap screw and washer  manent high-strength cap screw and washer
                    assembly like that shown in Fig. 8.6, where  assembly like that shown in Fig. 8.6, where
                     d capscrew = 0.625 in (nominal)       d bolt = 16 mm = 0.016 m (nominal)
                                  2
                                                                     2
                         A T = 0.226 in = 2.26 × 10 −1  in 2  A T = 157 mm = 1.57 × 10 −4  m 2
                                                                             6
                                         3
                       S proof = 85 kpsi = 85 × 10 lb/in 2  S proof = 600 MPa = 600 × 10 N/m 2
                                                                             6
                                           3
                         S e = 18.6 kpsi = 18.6 × 10 lb/in 2  S e = 129 MPa = 129 × 10 N/m 2
                                                                             6
                                           3
                         S ut = 120 kpsi = 120 × 10 lb/in 2  S ut = 830 MPa = 830 × 10 N/m 2
                                                                             6
                                         3
                         S y = 92 kpsi = 92 × 10 lb/in 2    S y = 660 MPa = 660 × 10 N/m 2
                          D = 1.5 d bolt (washer face)      D = 1.5 d bolt (washer face)
                          α = 30 (cone angle)               α = 30 (cone angle)
                               ◦
                                                                 ◦
                       t washer = 0.125 in (steel)       t washer = 3mm = 0.003 m (steel)
                          t 1 = 0.625 in (steel)            t 1 = 16 mm = 0.016 m (steel)
                          t 2 = 0.75 in (cast iron)         t 2 = 20 mm = 0.02 m (cast iron)
                                                                             9
                                  6
                       E steel = 30 × 10 lb/in 2          E steel = 207 GPa = 207 × 10 N/m 2
                                  6
                                                                             9
                      E cast iron = 16 × 10 lb/in 2     E cast iron = 110 GPa = 110 × 10 N/m 2
                          P = 4,000 lb                      P = 18,000 N
                    solution                           solution
                    Step 1. As the thickness (t 2 ) is greater than  Step 1. As the thickness (t 2 ) is greater than
                    the nominal diameter (d), the guidelines in  the nominal diameter (d), the guidelines in
                    Eq. (8.63) give the effective depth (h) as  Eq. (8.63) give the effective depth (h) as
                            d  0.625 in                        d  0.016 m
                        h =  =       = 0.3125 in            h =  =      = 0.008 m
                            2     2                            2     2
                    Step2. Substitutetheeffectivedepth(h)found  Step2. Substitutetheeffectivedepth(h)found
                    in step 1, the given thicknesses (t washer ) and (t 1 )  in step 1, the given thicknesses (t washer ) and (t 1 )
                    in Eq. (8.62) to determine the length of the grip  in Eq. (8.62) to determine the length of the grip
                    (L grip ) as                       (L grip ) as
                         L grip = t washer + t 1 + h       L grip = t washer + t 1 + h
                            = (0.125 in) + (0.625 in)          = (0.003 m) + (0.016 m)
                              + (0.3125 in)                      + (0.008 m)
                            = 1.0625 in                        = 0.027 m
                    Step3. UsingEq.(8.67),theeffectivethreaded  Step3. UsingEq.(8.67),theeffectivethreaded
                    length of the cap screw (L T ) is equal to the grip  length of the cap screw (L T ) is equal to the grip
                    length (L grip ), therefore        length (L grip ), therefore
                           L T = L grip = 1.0625 in           L T = L grip = 0.019 m
                    Step 4. Using the threaded length (L T ) found  Step 4. Using the threaded length (L T ) found
                    in step 3, the given tensile-stress area (A T ), and  in step 1, the given tensile-stress area (A T ), and
                    the modulus of elasticity (E steel ), calculate the  the modulus of elasticity (E steel ), calculate the
                    cap screw stiffness (k T ) using Eq. (8.5) as  cap screw stiffness (k T ) using Eq. (8.5) as
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