/post1
lc=2 ! two load cases
! define vector of nodal displacements:
nsel,all
*get,ncount,node,,count
*dim,uvector,array,ncount,3,lc
! fill uvector with results from all loadcases:
*do,i,1,lc
set,i
*vget,uvector(1,1,i),node,1,u,x
*vget,uvector(1,2,i),node,1,u,y
*vget,uvector(1,3,i),node,1,u,z
*enddo
! substract results (first lc from second lc) and
! overwrite the second lc:
*voper,uvector(1,1,2),uvector(1,1,2),sub,uvector(1,1,1)
set,2
nd=ndnext(0)
*dowhile,nd
dnsol,nd,u,x,uvector(i,1,2)
dnsol,nd,u,y,uvector(i,2,2)
dnsol,nd,u,z,uvector(i,3,2)
nd=ndnext(nd)
*enddo
plnsol,u,sum
*enddo