Page 138 - Analysis and Design of Machine Elements
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Analysis and Design of Machine Elements
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                       2  In Figure P5.2, a butt weld carries a moment M and tension F, while the other loads
                                                                 z
                          are negligible. If [  ] is the allowable stress of the weld, which of the following can be
                          used to calculate the strength of weld seam? ______
                                                          Figure P5.2 Illustration for Objective Question 2.













                                 2 ≤ [  ]
                         (a)    =  6M z
                                lt
                         (b)    =  6M z  F  ≤ [  ]
                                 2 +
                                lt   lt
                         (c)    =  6M z  ≤ [  ]
                                l 2 t
                                     F
                                6M z
                         (d)    =  +  ≤ [  ]
                                l 2 t  lt
                       Calculation Questions
                       1  Two plates are joined by rivets. The dimensions shown in Figure P5.3 are t = 10 mm,
                          d = 10 mm, w = 70 mm, l = 100 mm, e = 15 mm and c = 35 mm. The allowable
                          tensile stress of the plates is [  ] = 200 MPa. The allowable bearing stress between
                          the rivet and plate is [   ] = 400 MPa and the allowable shear stress of the rivet is
                                              p
                          [  ] = 180 MPa. Calculate the maximum load that can be carried by the rivet joint.

                                             ϕd               Figure P5.3 Illustration for Calculation
                                                              Question 1.
                              t
                                                    t
                       F
                                                           F
                                     c       c



                                              e


                       F                      w     l      F



                                              e
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