good morninig,

we have to calculate a vertical line including 5 supports with Cnode and every Cnoeud consists of 4 displacements corresponds each to a direction of wind (+X,-X,+Z,-Z)
example: node 200 with Cnode 2000 on the structure, we have the displacement on Cnode:
wind+X : x=5.19mm; y= free; z = free; Rx = free; Ry = free; Rz = free
wind-X: x=-5.19mm; y= free; z = free; Rx = free; Ry = free; Rz = free
wind+Z: x = free; y= free; z=5.19mm; Rx = free; Ry = free; Rz = free
wind-Z: x = free; y= free; z=-5.19mm; Rx = free; Ry = free; Rz = free
knowing that one has two displacements imposed to the level of stitching due to wind according to the 4 directions (+X,-X,+Z,-Z-X,+Z,-Z)
how I can introduce all displacements in the loads combination?
thanks for advance