Page 232 - Marks Calculation for Machine Design
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P1: Shibu/Sanjay
                          January 4, 2005
                                      14:35
                 Brown˙C05
        Brown.cls
                                           STRENGTH OF MACHINES
                  214
                    Enlarging the section containing the principal stress angle (2φ p ) gives:
                                                          (10,–4)
                                                       4
                                                2 f p
                                                            11
                                      3.5        6.5
                    Applyingthedefinitionofthetangentfunctiontotherighttrianglecontainingtheprincipal
                  stress angle (2φ p ), and using the dimensions shown, gives
                                            opposite  4 kpsi
                                    tan 2φ p =     =       = 0.615
                                            adjacent  6.5 kpsi
                    However, as the rotation is clockwise the principal stress angle (φ p ) will be negative.
                  Changing the sign on (tan 2φ p ) and solving for the angle (φ p ) gives the same value as was
                  found in Example 5 in Sec. 5.1, that is (−15.8 ).
                                                   ◦
                                            tan 2φ p =−0.615
                                              2φ p =−31.6 ◦
                                               φ p =−15.8 ◦
                    Similarly, the angle between the line connecting points (10,−4) and (−3,4) and the
                  positive (τ) axis is the maximum shear stress angle (2φ s ). From Fig. 5.22, this will be a
                  clockwise, or negative, rotation, and be 90 more than the principal stress angle (2φ p ).
                                                 ◦
                                         –10
                                         –7.5
                                                        (10,–4)
                                      –4                 11
                                                                s
                                 –10           3.5          15
                                     (–3,4)       7.5
                                          7.5             2f s
                                          10                  Scale: 1 kpsi × 1 kpsi
                                              t (2q ccw)
                      FIGURE 5.22  Maximum shear stress angle (φ s ).

                    From Fig. 5.22, and (2φ p ) found above, the shear stress angle (φ s ) becomes
                                             ◦
                                                           ◦
                                                      ◦
                                 2 φ s = 2 φ p − 90 = (−31.6 ) − 90 =−121.6 ◦
                                  φ s =−60.8 ◦
                                                                               ◦
                    Again, this is the same value of (φ s ) found in Example 5 in Sec. 5.1, that is (−60.8 ).So
                  the design information found mathematically has been found graphically.
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