Page 227 - Marks Calculation for Machine Design
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P1: Shibu/Sanjay
                          January 4, 2005
                                      14:35
        Brown.cls
                 Brown˙C05
                                     PRINCIPAL STRESSES AND MOHR’S CIRCLE
                                          (s , –t )                               209
                                               xy
                                           yy
                                                                 s
                                                 s avg
                                                   (s , t )
                                                       xy
                                                    xx
                                         t  (2q ccw)

                          FIGURE 5.10  Connect points to find average stress (σ avg ).
                      Use distance from the average stress to either point as a radius and draw a circle as shown
                    in Fig. 5.11.



                                                            Radius
                                              , –t )
                                           (s yy  xy
                                                                 s
                                                  s avg
                                                         ,  t )
                                                      (s xx xy

                                          t  (2q   ccw)
                          FIGURE 5.11  Draw circle.

                      Where this circle crosses the (σ) axis on the right locates the maximum principal stress
                    (σ 1 ), and where it crosses on the left is the minimum principal stress (σ 2 ). The radius of the
                    circle (R) is the maximum shear stress (τ max ) as shown in Fig. 5.12.





                                            (s , -t )
                                                 xy
                                              yy
                                                     R = t max
                                                                  s
                                                            s
                                                   s avg
                                           s 2               1
                                                      ,t )
                                                    (s xx xy
                                           t  (2q ccw)

                          FIGURE 5.12  Principal stresses and radius of circle.
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