Page 82 - Marks Calculation for Machine Design
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P1: Sanjay
                          January 4, 2005
                 Brown˙C02
        Brown.cls
                  64
                            U.S. Customary 16:18  STRENGTH OF MACHINES  SI/Metric
                  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   6ft                          L   1.8m
                           x =  =   = 2ft                   x =  =     = 0.6m
                              3   3                            3    3
                  Step 2. Determine the shear force (V ) from  Step 2. Determine the shear force (V ) from
                  Eq. (2.24) as                      Eq. (2.24) as

                                   2                                2
                        wL       x                       wL      x
                    V =     1 − 3                    V =    1 − 3
                         6       L                        6      L

                            lb                                 N
                         750   (6ft)  
       2           10,000  (1.8m)  
       2
                            ft           2ft                   m             0.6m
                      =             1 − 3              =                1 − 3
                             6           6ft                   6             1.8m
                        4,500 lb                         18,000 N
                      =       [1 − 0.333]              =       [1 − 0.333]
                          6                                 6
                      = (750 lb)(0.677)                = (3,000 N)(0.677)
                      = 500 lb                         = 2,000 N
                  Step 3. Determine the bending moment (M)  Step 3. Determine the bending moment (M)
                  from Eq. (2.26).                   from Eq. (2.26).
                           
       2                         
       2
                       wLx      x                        wLx      x
                   M =      1 −                      M =      1 −
                        6       L                         6       L
                           lb                                  N

                        750   (6ft)(2ft)  
       2       10,000  (1.8m)(0.6m)  
       2
                            ft            2ft                  m              0.6m
                     =                1 −              =                   1−
                              6           6ft                    6            1.8m
                       9,000 ft · lb                     10,800 N · m
                     =         [1 − 0.111]             =          [1 − 0.111]
                          6                                  6
                     = (1,500 ft · lb)(0.889)          = (1,800 N · m)(0.889)
                     = 1,333 ft · lb                   = 1,600 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
                    w = 750 lb/ft                      w = 10,000 N/m
                    L = 6ft                            L = 1.8 m
                  solution                           solution
                  Step 1. Calculate the maximum shear force  Step 1. Calculate the maximum shear force
                  (V max ) from Eq. (2.25) as        (V max ) from Eq. (2.25) as
                             wL  (750 lb/ft)(6ft)             wL  (10,000 N/m)(1.8m)
                       V max =  =                       V max =  =
                             3        3                       3          3
                             4,500 lb                         18,000 N
                           =       = 1,500 lb              =        = 6,000 N
                               3                                3
                  Step 2. Figure 2.41 shows that this maximum  Step 2. Figure 2.41 shows that this maximum
                  shear force (V max ) of 1,500 lb occurs at the right  shear force (V max ) of 6,000 N occurs at the right
                  end of the beam.                   end of the beam.
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