Page 114 - Marks Calculation for Machine Design
P. 114

P1: Sanjay
                          January 4, 2005
                 Brown˙C02
        Brown.cls
                  96
                            U.S. Customary 16:18  STRENGTH OF MACHINES  SI/Metric
                  Step 3. As the distance (x) is between the  Step 3. As the distance (x) is between the
                  supports, determine the bending moment from  supports, determine the bending moment from
                  Eq. (2.55b)as                      Eq. (2.55b)as
                          w                                w
                                                                      2
                                     2
                      M =   [L (x − a) − x ]           M =  [L (x − a) − x ]
                          2                                2
                          15 lb/ft                         225 N/m
                        =      [(12 ft)(4ft − 2ft)       =       [(4m)(1.2m − 0.6m)
                            2                                2
                                                                2
                              2
                          −(4ft) ]                         −(1.2m) ]
                                           2
                                                                                2
                        = (7.5 lb/ft) [(12)(2) − (16) ft ]  = (112.5 N/m) [(4)(0.6) − (1.44) m ]
                                        2
                                                                             2
                        = (7.5 lb/ft) [(24 − 16) ft ]    = (112.5 N/m) [(2.4 − 1.44) m ]
                                  2
                                                                       2
                        = (7.5 lb/ft)(8ft ) = 60 ft · lb  = (112.5 N/m)(0.96 m ) = 108 N · m
                  Example 3. Calculate and locate the max-  Example 3. Calculate and locate the max-
                  imum shear force (V max ) for the beam of  imum shear force (V max ) for the beam of
                  Example 2, where                   Example 2, where
                    w = 15 lb/ft                       w = 225 N/m
                    L = 12 ft, a = 2ft                 L = 4m, a = 0.6 m
                  solution                           solution
                  The maximum shear force (V max ) occurs at the  The maximum shear force (V max ) occurs at the
                  supports, given by Eq. (2.54).     supports, given by Eq. (2.54).
                            w                                 w
                      V max =  (L − 2 a)                V max =  (L − 2 a)
                            2                                 2
                            15 lb/ft                          225 N/m
                          =      [(12 ft) − 2 (2ft)]       =        [(4m) − 2 (0.6m)]
                              2                                 2
                          = (7.5 lb/ft) [(12 − 4) ft]      = (112.5 N/m) [(4 − 1.2) m]
                          = (7.5 lb/ft)(8ft) = 60 lb       = (112.5 N/m)(2.8m) = 315 N
                  Example 4. Calculate and locate the maxi-  Example 4. Calculate and locate the maxi-
                  mum bending moment (M max ) for the beam of  mum bending moment (M max ) for the beam of
                  Example 3, where                   Example 3, where
                    w = 15 lb/ft                       w = 225 N/m
                    L = 12 ft, a = 2ft                 L = 4m, a = 0.6 m
                  solution                           solution
                  The maximum bending moment (M max ) occurs  The maximum bending moment (M max ) occurs
                  either at the supports, given by Eq. (2.56),  either at the supports, given by Eq. (2.56),
                              wa 2  (15 lb/ft)(2ft) 2           wa 2  (225 N/m)(0.6m) 2
                     M      =    =                     M     =     =
                       max @   2        2               max @   2         2
                       supports                         supports
                                                                           2
                                       2
                              (15 lb/ft)(4ft )                  (225 N/m)(0.36 m )
                            =                                =
                                   2                                  2
                              60 ft · lb                        81 N · m
                            =       = 30 ft · lb             =        = 40.5N · m
                                2                                 2
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