Page 102 - Analysis and Design of Machine Elements
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Analysis and Design of Machine Elements
                    80
                       Decide:
                       (1) The total tensile load carried by each bolt;
                       (2) The resultant load on the clamped members;
                       (3) The minor diameter required for the bolts.








                                               p
                                              D
                       Figure E3.1 Illustration for Example Problem 3.1.


                       Solution:


                        Steps               Computation                       Results      Units
                       1. The total tensile load  The external load is shared by each bolt,  Q = 7036.4  N
                       carried by each bolt  therefore
                                                 D p     × 160 × 1
                                                 2
                                                           2
                                            F =     =          = 2513N
                                                4z      4 × 8
                                            The total tensile load carried by each bolt:
                                                     k
                                            Q = Q +   b  F = 2.5F + 0.3F = 2.8F =
                                                p  k + k
                                                    b  m
                                            2.8 × 2513 = 7036.4N
                                                    (     k   )
                                                                                ′
                       2. The resultant load on  Q P  ′  = Q − 1 −  b  F =    Q = 4523.4   N
                                                                                p
                                                  p
                       the clamped members              k + k m
                                                         b
                                            Q − 0.7F = 1.8F = 1.8 × 2513 = 4523.4N
                                             p
                       3. The minor diameter  For the bolt to have enough strength, it  d = 9.85  mm
                                                                               1
                       required for the bolt  must satisfy
                                               1.3Q
                                               =    ≤ [  ]
                                                   2
                                                 d
                                               4  1
                                            Therefore,
                                               √          √
                                                  4 × 1.3Q  4 × 1.3 × 7036.4
                                            d ≥         =
                                             1       [  ]     3.14 × 120
                                            = 9.85mm
                       Example Problem 3.2
                       A sliding bearing (see Chapter 12) is bolted to a smooth floor. The bearing is supposed
                       to carry a load of F = 5000 N applied at the middle of the bearing width. The angle
                                                                 ∘
                       between the force and the horizontal line is    = 45 . Detailed dimensions are shown in
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