Page 234 - Marks Calculation for Machine Design
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P1: Shibu/Sanjay
                                      14:35
                          January 4, 2005
        Brown.cls
                 Brown˙C05
                  216
                                         –75 STRENGTH OF MACHINES
                                  Radius
                                                        (75,–30)
                                                                s
                                 –75            26          120
                                  (–25,30)
                                          75               Scale: 7.5 MPa × 7.5 MPa
                                              t (2q ccw)
                      FIGURE 5.25  Draw circle.



                    Graphically from Fig. 5.26, the maximum principal stress is (82.5), and the minimum
                  principal stress is (−30.5). The radius of the circle is the maximum shear stress, and scales
                  to (56.5). These are very close to the values found in Example 5.


                                         –75


                                                         (75,–30)
                                    –30.5                82.5
                                                                s
                                 –75            26          120
                                  (–25,30)       56.5


                                          75               Scale: 7.5 MPa ¥ 7.5 MPa
                                             t (2q ccw)

                      FIGURE 5.26  Principal stresses and radius of circle.


                    Figure 5.26 also verifies graphically Eqs. (5.15) and (5.16) for the maximum principal
                  stress (σ 1 ) and a minimum principal stress (σ 2 ),

                                σ 1 = σ avg + τ max = (26 + 56.5) MPa = 82.5MPa

                                σ 2 = σ avg − τ max = (26 − 56.5) MPa =−30.5MPa

                  and as the principal stresses are on the (σ) axis, the shear stress is zero at these
                  points.
                        ◦
                    At 90 to the principal stresses are the maximum and minimum shear stresses, (56.5) and
                  (−56.5), with the normal stress at these points equal to the average stress (Fig. 27).
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