Page 354 - Marks Calculation for Machine Design
P. 354

P1: Sanjay
                          January 4, 2005
                                      15:14
        Brown.cls
                 Brown˙C08
                                           APPLICATION TO MACHINES
                  336
                    If a factor-of-safety against separation (n separation ) is defined as
                                                      P o
                                             n separation =                    (8.48)
                                                       P
                    Substitute (P o )from Eq. (8.47) in Eq. (8.48) to give
                                                     F preload
                                          n separation =                       (8.49)
                                                    P (1 − C)
                            U.S. Customary                       SI/Metric
                  Example 4. Using the joint constant (C)  Example 4. Using the joint constant (C)
                  found in Example 3, determine the load  found in Example 3, determine the load
                  factor (n load ) and the factor-of-safety against  factor (n load ) and the factor-of-safety against
                  separation (n separation ) for a bolted connection  separation (n separation ) for a bolted connection
                  that allows periodic disassembly, where  that allows periodic disassembly, where
                      C = 0.25                           C = 0.24
                      P = 2,500 lb                       P = 11,000 N
                                                                          6
                                      3
                    S proof = 86 kpsi = 86 × 10 lb/in 2  S proof = 600 MPa = 600 × 10 N/m 2
                                                                  2
                               2
                     A T = 0.142 in = 1.42 × 10 −1  in 2  A T = 83.4 mm = 8.43 × 10 −5  m 2
                  solution                           solution
                  Step 1. Use the given proof strength (S proof )  Step 1. Use the given proof strength (S proof )
                  and tensile-stress area (A T ) in Eq. (8.25) to  and tensile-stress area (A T ) in Eq. (8.25) to
                  determine the proof load (F proof )  determine the proof load (F proof )
                   F proof = S proof A T             F proof = S proof A T
                               3
                                                                  6
                                                                      2
                                              2
                                                                                 2
                                   2
                       = (86 × 10 lb/in )(1.42 × 10 −1  in )  = (600 × 10 N/m )(8.43 × 10 −5 m )
                       = 12,200 lb                        = 50,600 N
                  Step 2. Use the guidelines in Eq. (8.26) to  Step 2. Use the guidelines in Eq. (8.26) to
                  determine the bolt preload (F preload ) as  determine the bolt preload (F preload ) as
                        F preload = 0.75 F proof           F preload = 0.75 F proof
                             = (0.75)(12,200 lb)                = (0.75)(50,600 N)
                             = 9,150 lb                         = 37,950 N
                  Step3. Substitutetheproofload(F proof )found  Step3. Substitutetheproofload(F proof )found
                  in step 1, the bolt preload (F preload ) found in  in step 1, the bolt preload (F preload ) found in
                  step 2, and the given joint constant (C) and  step 2, and the given joint constant (C) and
                  external load (P) in Eq. (8.45) to determine the  external load (P) in Eq. (8.45) to determine the
                  load factor (n load ) as           load factor (n load ) as
                            F proof − F preload               F proof − F preload
                      n load =                           n load =
                                CP                                CP
                            (12,200 lb) − (9,150 lb)          (50,600 N) − (37,950 N)
                          =                                 =
                               (0.25)(2,500 lb)                  (0.24)(11,000 N)
                            3,050 lb                          12,650 N
                          =       = 4.9 ∼ 5                 =        = 4.8 ∼ 5
                                      =
                                                                         =
                             625 lb                            2,640 N
   349   350   351   352   353   354   355   356   357   358   359