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                                          CHAPTER 4
                            COMBINED LOADINGS







                    4.1  INTRODUCTION

                    Combined loadings on machine elements are a combination of two or more of the fundamen-
                    tal and advanced loadings discussed in Chaps. 1 and 3. This includes axial loading, direct
                    shear loading, torsion, bending, pressure loading inside thin-walled vessels and thick-walled
                    cylinders, and press or shrink fits, contact loading between either spheres or cylinders, and
                    rotational loading on thin circular disks. In actual practice, it is difficult to have more than
                    two of these loadings acting at the same time. So in this chapter, only the most common
                    combinations will be presented.
                      Table 4.1 is a summary of the normal stress (σ) and the shear stress (τ) produced by
                    fundamental loadings presented in Chap. 1.
                              TABLE 4.1  Summary of the Fundamental Loadings
                              Loading        Normal stress (σ)  Shear stress (τ)
                                                    P
                              Axial             σ =                 —
                                                    A
                              Thermal         σ T = Eα( T )         —
                                                                      V
                              Direct shear        —               τ =
                                                                      A
                                                                     Tr
                              Torsion             —               τ =
                                                                      J
                                                   My                VQ
                              Bending           σ =               τ =
                                                    I                 Ib
                      Table 4.2 is a summary of the normal (σ) stresses produced by pressure loadings and
                    presented in Chap. 3 on advanced loadings.
                      The equations from Sec. 3.1.3 on press or shrink fits are not included in Table 4.2 as what
                    is produced is an interface pressure (p), which becomes an internal pressure on the collar
                    and an external pressure on the shaft, and this type of loading on thick-walled cylinders is
                    covered in Sec. 3.1.2.
                      At this point, the concept of a plane stress element needs to be introduced, along with
                    the standard nomenclature and conventions for the two types of stress, normal (σ) and
                    shear (τ), summarized in Tables 4.1 and 4.2.
                    Plane Stress Element.  The geometry of a differential plane stress element is shown in
                    Fig. 4.1, where the dimensions ( x) and ( y) are such that the stresses, whether normal
                    (σ) or shear (τ), can be considered constant over the cross-sectional areas of the edges


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