An iterative procedure for determining the joint positions and dimensi
ons of cross-sections corresponding to a minimum mass space frame is p
resented. Stress constraints, displacement constraints and side constr
aints are taken into account, with the possibility for linking of the
design variables, which in addition to the joint positions are the bea
m dimensions. The frame is assumed to carry consecutively a number of
different systems of loads, including temperature loads and weights. T
he stressed state analysis includes tension, bending, shear and torsio
n of the beam elements. The optimization iteration includes a sequence
of quadratic programming problems with the possibility of move-limits
. Only ''nearby'' constraints (active strategy) are considered, and an
alytical expressions for the gradients are derived. Illustrative mediu
m scale problems are presented.