Page 90 - Marks Calculation for Machine Design
P. 90

P1: Sanjay
                          January 4, 2005
                 Brown˙C02
        Brown.cls
                  72
                            U.S. Customary 16:18  STRENGTH OF MACHINES  SI/Metric
                  Step 2. Calculate the stiffness (EI).  Step 2. Calculate the stiffness (EI).
                                                                              4
                                           4
                                      2
                                                                  9
                                                                      2
                                  6
                       EI = (10.3 × 10 lb/in )(63 in )  EI = (71 × 10 N/m )(2,454 cm )
                                      2
                                 8
                           6.49 × 10 lb · in × 1ft 2           1m 4
                         =           2                      ×      4
                                 144 in                       (100 cm)
                                 6
                                                                   6
                         = 4.51 × 10 lb · ft 2            = 1.74 × 10 N · m 2
                  Step 3. Determine the deflection ( ) from  Step 3. Determine the deflection ( ) from
                  Eq. (2.33b).                       Eq. (2.33b).
                          Fa      2    2                  Fa      2    2
                       =    [3Lx − a − 3 x ]           =    [3Lx − a − 3 x ]
                         6 EI                            6 EI
                           (1,000 lb)(1ft)                 (4,500 N)(0.3m)
                       =                               =
                                     2
                                                                  6
                                                                      2
                                 6
                         6 (4.51 × 10 lb · ft )          6 (1.74 × 10 N · m )
                                                                               2
                                                                        2
                                    2
                                                                                 2
                                            2
                                          2
                         ×[(3(5)(2) − (1) − 3 (2) ) ft ]  ×[(3(1.5)(0.5) − (0.3) − 3 (0.5) ) m ]
                           (1,000 ft · lb)                 (1,350 N · m)
                       =             2                 =        7    2
                                 7
                         (2.71 × 10 lb · ft )            (1.04 × 10 N · m )
                                                                          2
                                     2
                         ×[(30 − 1 − 12) ft ]            ×[(2.25 − 0.09 − 0.75)m ]

                                   1                            −4  1       2
                                          2
                       =  3.69 × 10 −5  × [17 ft ]     =  1.30 × 10  × [1.41 m ]
                                  ft                               m
                                  12 in                            100 cm
                       = 0.00063 ft ×                  = 0.000182 m ×
                                   ft                               m
                       = 0.0075 in ↓                   = 0.0182 cm ↓
                  Example 5. Calculate and locate the maxi-  Example 5. Calculate and locate the maxi-
                  mum deflection (  max ) for the beam configura-  mum deflection (  max ) for the beam configura-
                  tion of Example 4, where           tion of Example 4, where
                    F = 1,000 lb                       F = 4,500 N
                    L = 5 ft, a = 1ft                  L = 1.5 m, a = 0.3 m
                                                                 6
                              6
                    EI = 4.51 × 10 lb · ft 2           EI = 1.74 × 10 N · m 2
                  solution                           solution
                  Calculate the maximum deflection (  max ) from  Calculate the maximum deflection (  max ) from
                  Eq. (2.34).                        Eq. (2.34).
                             Fa    2   2                       Fa   2    2
                        max =   (3L − 4 a )               max =   (3L − 4 a )
                            24 EI                             24 EI
                               (1,000 lb)(1ft)                  (4,500 N)(0.3m)
                          =                                 =
                                                                           2
                                         2
                                                                       6
                                     6
                            24 (4.51 × 10 lb · ft )           24 (1.74 × 10 N · m )
                                                                              2
                                                                    2
                                                                           2
                                 2
                                       2
                                          2
                            ×[(3 (5) − 4 (1) ) ft ]           ×[(3 (1.5) − 4 (0.3) ) m ]
                              (1,000 ft · lb)                   (1,350 N · m)
                          =                                 =        7   2
                                        2
                                   8
                            (1.08 × 10 lb · ft )              (4.18 × 10 N · m )
                                                                          2
                                     2
                            ×[(75 − 4) ft ]                   ×[(6.75 − 0.36) m ]

                                     1                               −5  1     2
                                           2
                          =  9.24 × 10 −6  [71 ft ]         =  3, 23 × 10  [6.39 m ]
                                     ft                                m
                                      12 in                            100 cm
                          = 0.000656 ft ×                   = 0.000206 m ×
                                       ft                                m
                          = 0.0079 in ↓                     = 0.0206 cm ↓
   85   86   87   88   89   90   91   92   93   94   95