Page 140 - Marks Calculation for Machine Design
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P1: Sanjay
                          January 4, 2005
                 Brown˙C02
        Brown.cls
                  122
                            U.S. Customary 16:18  STRENGTH OF MACHINES  SI/Metric
                  Step 2. The couple (C B ) is given by  Step 2. The couple (C B ) is given by
                           wL 2  (300 lb/ft)(6ft) 2          wL 2  (4,500 N/m)(1.8m) 2
                     C B =−   =−                       C B =−   =−
                            6         6                       6           6
                           10,800 ft · lb                    14,580 N · m
                       =−           =−1,800 ft · lb      =−           =−2,430 N · m
                              6                                  6
                    Note that the minus sign on (C B ) means it is  Note that the minus sign on (C B ) means it is
                  clockwise (cw).                    clockwise (cw).
                                                                        w
                            A                                           B


                                                  L
                            FIGURE 2.113  Uniform load.
                  Shear Force and Bending Moment Distributions.  For the cantilevered beam with a
                  triangular distributed load (w) acting across the entire length of the beam (L), shown in
                  Fig. 2.113, which has the balanced free-body-diagram shown in Fig. 2.114, the shear force
                  (V ) distribution is shown in Fig. 2.115.
                                                                    w


                                                                      B  = 0
                                                                       x
                                                              2
                                                        C  = –wL /6
                                                         B
                                                                    B  = wL/2
                                                                     y
                          FIGURE 2.114  Free-body-diagram.
                    Note that the shear force (V ) is zero at the left end of the beam and decreases quadratically
                  to a negative value (−wL/2) at the right end of the beam. This shear force distribution is
                  given by Eq. (2.79).
                                                    wx 2
                                              V =−                             (2.79)
                                                    2L
                        V

                            0                                               x
                                                                       L
                                                              –
                         –wL/2

                        FIGURE 2.115  Shear force diagram.
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