Conical shells made of a von Mises material are considered. The shells are
subjected to unifromly distributed lateral loading and are simply supported
at outer edges whereas inner edges are absolutely free. The shell wall is
assumed to be of piece-wise constant thickness. Resorting to the lower boun
d theorem of limit analysis, optimal designs of shells are established unde
r given weight (material volume of a shell) which corresponds to the maximu
m load carrying capacity.