With regard to straight homogeneous or composite beams subject to a shear f
orce and a bending moment, we propose an analytical method of calculation f
or local stresses near critical sections, such as built-in ones. By means o
f Hellinger-Reissner variational principle, we get a new expression for the
warping eta(x), in order to compute stresses near those critical sections.
(C) Academie des sciences/Elsevier Paris.