Using the mathematical similarity of the governing equations of the classic
al beam and plate theories and the Levinson beam and plate theories, and th
e basis of load equivalence, exact relationships between the bending soluti
ons of the two theories for beams and plates are derived. These relationshi
ps enable the conversion of the well-known classical (Euler-Bernoulli) beam
and (Kirchhoff) plate solutions to their shear deformable counterparts usi
ng the Levinson beam and plate theories. Examples are given to illustrate t
he use of these relationships. (C) 2001 Elsevier Science Ltd. All rights re
served.