*NODE
1, 0.0, 0.0, 0.0
2, 1.0, 0.0, 0.0
*ELEMENT, TYPE=b31, ELSET=Beam
1, 1, 2
*NSET, NSET=Fixed
1
*ELSET, ELSET=Beam
1
*MATERIAL, NAME=Steel
*ELASTIC
200.0, 0.25
*BEAM GENERAL SECTION, SECTION=general, ELSET=Beam, MATERIAL=Steel
1.0, 1.0, 0.0, 1.0, 1.0
0.0, 1.0, 0.0
*BOUNDARY
Fixed, 1, 6
*STEP, NAME=Load
*STATIC
*CLOAD
2, 2, -1.0
*END STEP