We revisit an important and challenging class of minimum weight structural
plasticity problems, the feature of which is the presence of complementarit
y constraints. Such relations mathematically express the perpendicularity o
f two sign-constrained vectors and mechanically describe an inherent proper
ty of plasticity. The optimization problem in point is referred to in the m
athematical programming literature as a Mathematical Program with Equilibri
um Constraints (MPEC). Due to its intrinsic complexity, MPECs are computati
onally very hard to solve. In this paper, we adopt recent ideas, proposed b
y mathematical programmers, on smoothing to develop a simple scheme for ref
ormulating and solving our minimum weight problem as a standard nonlinear p
rogram. Simple examples concerning truss-like structures are also presented
for illustrative purposes.