** Nodes
*Node, NSET=Nall
** Edge elements
*Element, TYPE=B32R, ELSET=Evolumes
** Define element set Eall
*ELSET, ELSET=Eall
Evolumes
***********************************************************
** Element sets for materials and FEM element type (solid, shell, beam, fluid)
** written by write_element_sets_material_and_femelement_type function
*ELSET,ELSET=SolidMaterialSolid
Evolumes
***********************************************************
** Node sets for prescribed displacement constraint
** written by write_node_sets_constraints_displacement function
** FemConstraintDisplacement
*NSET,NSET=FemConstraintDisplacement
***********************************************************
** Materials
** written by write_materials function
** Young's modulus unit is MPa = N/mm2
** FreeCAD material name: CalculiX-Steel
** SolidMaterial
*MATERIAL, NAME=SolidMaterial
*ELASTIC
210000, 0.300
*DENSITY
7.900e-09
*AMPLITUDE,NAME=Graph1
0,1,
0.0055,1,
***********************************************************
** Displacement constraint applied
** written by write_constraints_displacement function
** FemConstraintDisplacement
*BOUNDARY
FemConstraintDisplacement,1
FemConstraintDisplacement,2
FemConstraintDisplacement,3
FemConstraintDisplacement,4
FemConstraintDisplacement,5
FemConstraintDisplacement,6
***********************************************************
** Sections
** written by write_femelementsets function
*BEAM SECTION, ELSET=Evolumes, MATERIAL=SolidMaterial, SECTION=RECT
10 , 10
0.0, 1.0, 0
***********************************************************
*STEP
*FREQUENCY,SOLVER=ARPACK,STORAGE=YES
20,
*END STEP
*STEP,inc=100000
*MODAL DYNAMIC
0.0001,0.1
*MODAL Damping
***********************************************************
** Node loads Constraints
** written by write_constraints_force function
*CLOAD,AMPLITUDE=graph1
** FemConstraintForce
** node loads on shape: Pad:Edge4
11,3,-1000
***DAMPING,ALPHA=0,BETA=0
***********************************************************
** Outputs --> frd file
** written by write_outputs_types function
*NODE FILE
U,RF
*EL FILE
S, E
*NSET,NSET=dixpX
*NODE PRINT, NSET=dixpX
u
*END STEP