Page 164 - Marks Calculation for Machine Design
P. 164

P1: Rakesh
                          January 4, 2005
                 Brown˙C03
        Brown.cls
                  146
                                 s,t
                                 1.0  14:16  STRENGTH OF MACHINES
                                Stresses normalized to p max  0.6  t max  s z
                                 0.8
                                      s x
                                     s y
                                 0.4
                                 0.2

                                   0
                                    0   0.5a  1.0a  1.5a  2.0a  2.5a  3.0a  z
                                        Distance from plane of contact
                               FIGURE 3.12  Principal stress distributions (cylinders).

                    For the next example, consider a railroad car with solid cylindrical steel wheels rolling
                  on flat steel track. The railroad car has eight wheels that carry the total load evenly.



                            U.S. Customary                       SI/Metric
                  Example 2. Determine whether the design of  Example 2. Determine whether the design of
                  the steel wheels for the railroad car described  the steel wheels for the railroad car described
                  above will be safe during normal operations,  above will be safe during normal operations,
                  where                              where
                      W = 130 ton = 260,000 lb = 8F      W = 118 t = 1,180 kN = 8F
                    d wheel = 3ft = 36 in              d wheel = 1m
                     d rail =∞                          d rail =∞
                       L = 4in                           L = 10 cm = 0.1 m
                      S y = 60 kpsi (steel wheels)       S y = 420 MPa (steel wheels)
                       ν = 0.30 (steel)                  ν 1 = 0.30 (steel)
                                                                   9
                               6
                                   2
                                                                       2
                       E = 30 × 10 lb/in (steel)         E 1 = 210 × 10 N/m (steel)
                  solution                           solution
                  Step1. UsingEq.(3.30),calculatethedistance  Step1. UsingEq.(3.30),calculatethedistance
                  (b) as                             (b) as

                                                                   2
                                 2
                          4F (1 − ν ) d                      4F (1 − ν ) d
                     b =                                b =
                          π L  E                            π L   E

                                                                           2
                                        2
                          4(32,500 lb) (1 − 0.3 )(36 in)    4(147,500 N) (1 − 0.3 )(1m)
                      =                                  =
                                                                            9
                                        6
                            π(4in)  30 × 10 lb/in 2           π(0.1m)  210 × 10 N/m 2


                          (130,000) (32.76)  2              (590,000)  (0.91)
                      =                in                =                 m 2
                           (12.57) 30 × 10 6                (0.31416) 210 × 10 9
                        $
                                                           %
                      =   (0.0113) in 2                  =  (8.14 × 10 −6 )m 2
                      = 0.11 in                          = 0.0028 m = 0.28 cm
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