Page 62 - Marks Calculation for Machine Design
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P1: Sanjay
                          January 4, 2005
                 Brown˙C02
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                            U.S. Customary 16:18  STRENGTH OF MACHINES  SI/Metric
                  Example 2. Calculate the shear force (V ) and  Example 2. Calculate the shear force (V ) and
                  bending moment (M) for a simply-supported  bending moment (M) for a simply-supported
                  beam with a concentrated force (F) at an inter-  beam with a concentrated force (F) at an inter-
                  mediate point a distance (L/2), where  mediate point a distance (L/2), where
                    F = 10 kip = 10,000 lb             F = 45 kN = 45,000 N
                    L = 8 ft, a = 6 ft, b = 2ft        L = 3m, a = 2m, b = 1m
                  solution                           solution
                  Step 1. Establish the distance (x) from the left  Step 1. Establish the distance (x) from the left
                  end of the beam, where             end of the beam, where
                              L   8ft                           L  3m
                           x =  =   = 4ft                   x =  =    = 1.5m
                              2   2                             2   2
                  Step 2. Determine the shear force (V ) from  Step 2. Determine the shear force (V ) from
                  Fig. 2.20 as                       Fig. 2.20 as
                           Fb   (10,000 lb)(2ft)              Fb  (45,000 N)(1m)
                        V =   =                           V =   =
                            L       8ft                       L       3m
                           20,000 ft · lb                     45,000 N · m
                         =          = 2,500 lb              =          = 15,000 N
                              8ft                                3m
                  Step 3. Determine the bending moment (M)  Step 3. Determine the bending moment (M)
                  from Eq. (2.7a).                   from Eq. (2.7a).

                         Fb    (10,000 1b)(2ft)            Fb   (45,000 N)(1m)
                     M =    x =           (4ft)        M =   x =            (1.5m)
                          L        8ft                     L         3m
                         20,000 ft · lb                    45,000 N · m
                       =          (4ft)                  =         (1.5m)
                            8ft                               3m
                       = (2,500 lb)(4ft) = 10,000 ft · lb  = (15,000 N)(1.5m) = 22,500 N · m
                  Example 3. Calculate and locate the max-  Example 3. Calculate and locate the max-
                  imum shear force (V max ) and the maximum  imum shear force (V max ) and the maximum
                  bending moment (M max ) for the beam of  bending moment (M max ) for the beam of
                  Examples 1 and 2, where            Examples 1 and 2, where
                    F = 10 kip = 10,000 lb             F = 45 kN = 45,000 N
                    L = 8 ft, a = 6 ft, b = 2ft        L = 3m, a = 2m, b = 1m
                  solution                           solution
                  Step 1. Calculate the maximum shear force  Step 1. Calculate the maximum shear force
                  (V max ) from Eq. (2.6) as         (V max ) from Eq. (2.6) as
                            Fa  (10,000 lb)(6ft)               Fa  (45,000 N)(2m)
                      V max =  =                         V max =  =
                            L       8ft                        L       3m
                           60,000 ft · lb                      90,000 N · m
                         =          = 7,500 lb              =           = 30,000 N
                              8ft                                 3m
                  Step 2. As shown in Fig. 2.20 this maximum  Step 2. As shown in Fig. 2.20, this maximum
                  shear force (V max ) of 7,500 lb occurs in the re-  shear force (V max ) of 30,000 N occurs in the
                  gion between where the force (F) acts and the  region between where the force (F) acts and
                  right end of the beam.             the right end of the beam.
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