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70                                                          Chapter 2
         The compliance terms of Eqs. (2.6) and (2.7) have been calculated in Chapter
         1 for a constant cross-section straight member. In the case of a variable
         cross-section  member, the  compliances of  Eq.  (2.6) are  calculated (see
         Lobontiu [7] for instance) as:



















         The compliances of Eq. (2.7) are found by switching the subscripts y and z in
          Eqs. (2.8) through (2.10).
             The axial-related compliance of Eq. (2.5) is calculated as:







          whereas the torsional compliance of Eq. (2.5) is:







          The variable rectangular cross-section amounts in the equations above are:
















          The equations for the torsion moment of inertia are similar to Eqs. (1.118)
          and (1.119) that correspond to a constant rectangular cross-section. All cross-
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