It is shown that a minimum complementary energy analysis, in conjuncti
on with Saint Venant type stress assumptions, for shear-deformable pla
tes of variable thickness leads to a second order ordinary differentia
l equation problem for the distribution of transverse shear. It is fou
nd that this equation is equi-dimensional for plates with linearly var
ying thickness. The ensuing exact solution implies an explicit express
ion for the location of the center of shear dependent on an appropriat
e dimensionless parameter involving cross-sectional dimensions and tra
nsverse twisting and shearing stiffness coefficients. Significant nume
rical consequences are encountered for plates which are relatively sof
t in transverse shear.