*Heading
Cantilever macro beam model for the multiscale example.
** Straight B31 beam along +x; tip transverse load; root encastre.
** The nominal beam section below is a placeholder: the runnable example
** overrides the effective section stiffness with VABS homogenization output.
*Node
*Element, type=B31, elset=BEAM
*Nset, nset=ROOT
*Nset, nset=TIP
*Material, name=NOMINAL
*Elastic
70000.0, 0.3
*Beam Section, elset=BEAM, material=NOMINAL, section=RECT
0.1, 0.1
0.0, 0.0, -1.0
*Step, name=TipLoad, nlgeom=NO
*Static
*Boundary
ROOT, ENCASTRE
*Cload
TIP, 2, -1000.0
*End Step