Page 30 - Marks Calculation for Machine Design
P. 30

P1: Shibu
                                      12:26
                          January 4, 2005
        Brown.cls
                 Brown˙C01
                  12
                                                           V
                                       P    STRENGTH OF MACHINES
                                       FIGURE 1.12  Free-body-diagram.
                    A shear force (V ) acts over the cross section of the rivet and by static equilibrium equals
                  the magnitude of the force (P). As a consequence a shear stress (τ) is developed in the
                  rivet as given by Eq. (1.12).
                                                V     P
                                             τ =  =                            (1.12)
                                                A    A rivet
                    The unit of shear stress (τ) is the same as that for normal stress (σ), that is, pound per
                  square inch (psi) in the U.S. Customary System and newton per square meter, or pascal
                  (Pa), in the metric system.
                    Suppose the overlapping joint is held together by two rivets as in Fig. 1.13.




                                P                                   P


                                FIGURE 1.13  Two-rivet joint (top view).


                    If both the rivets are cut in half at the overlap to expose the cross-sectional areas A of the
                  rivets, then Fig. 1.14 shows the resulting free-body-diagram.


                                                             V
                                     P


                                                             V
                                     FIGURE 1.14  Free-body-diagram.

                    A shear force (V ) acts over the cross section of each rivet and so by static equilibrium
                  these two shear forces together equal the magnitude of the force (P), which means each
                  is half the force (P). The shear stress (τ) that is developed in each rivet is given by
                  Eq. (1.13).

                                            V    P/2     P
                                         τ =   =     =                         (1.13)
                                             A   A rivet  2A rivet
                    As the number of rivets increase, the shear stress in each rivet is reduced.
   25   26   27   28   29   30   31   32   33   34   35