A method for determining overall load-deformation relations for small-
strain elastic deformations has been adapted so that second-order elas
tic effects can be included in certain overall quantities, such as ben
ding stiffness, without explicit determination of the second-order sol
ution. The approach uses Betti's Reciprocal Theorem. The strains are c
onsidered small enough that third-order effects can be neglected but t
here is no restriction on the magnitude of the displacements. The meth
od is applied to obtain the resultant force and moment to second order
for cylindrical bars with arbitrary cross section under torsion, exte
nsion and torsion, bending by an end bad, and twisting and bending to
helical form.