def METHOD_NAME(doc=None, solvertype="ccxtools"):
    # init FreeCAD document
    if doc is None:
        doc = init_doc()
    # explanation object
    # just keep the following line and change text string in get_explanation method
    manager.add_explanation_obj(doc, get_explanation(manager.get_header(get_information())))
    # geometric object
    geom_obj = doc.addObject("Part::Box", "Box")
    geom_obj.Length = 3000
    geom_obj.Width = 100
    geom_obj.Height = 50
    doc.recompute()
    if FreeCAD.GuiUp:
        geom_obj.ViewObject.Document.activeView().viewAxonometric()
        geom_obj.ViewObject.Document.activeView().fitAll()
    # analysis
    analysis = ObjectsFem.makeAnalysis(doc, "Analysis")
    # solver
    if solvertype == "calculix":
        solver_obj = ObjectsFem.makeSolverCalculix(doc, "SolverCalculiX")
    elif solvertype == "ccxtools":
        solver_obj = ObjectsFem.makeSolverCalculixCcxTools(doc, "CalculiXccxTools")
        solver_obj.WorkingDir = u""
    else:
        FreeCAD.Console.PrintWarning(
            "Unknown or unsupported solver type: {}. "
            "No solver object was created.\n".format(solvertype)
        )
    if solvertype == "calculix" or solvertype == "ccxtools":
        solver_obj.SplitInputWriter = False
        solver_obj.AnalysisType = "frequency"
        solver_obj.GeometricalNonlinearity = "linear"
        solver_obj.ThermoMechSteadyState = False
        solver_obj.MatrixSolverType = "default"
        solver_obj.IterationsControlParameterTimeUse = False
        solver_obj.EigenmodesCount = 10
        solver_obj.EigenmodeHighLimit = 1000000.0
        solver_obj.EigenmodeLowLimit = 0.01
    analysis.addObject(solver_obj)
    # material
    material_obj = analysis.addObject(
        ObjectsFem.makeMaterialSolid(doc, "MechanicalMaterial")
    )[0]
    mat = material_obj.Material
    mat["Name"] = "Steel-Generic"
    mat["YoungsModulus"] = "200000 MPa"
    mat["PoissonRatio"] = "0.30"
    mat["Density"] = "7900 kg/m^3"
    material_obj.Material = mat
    analysis.addObject(material_obj)
    # constraint displacement xyz
    con_disp_xyz = ObjectsFem.makeConstraintDisplacement(doc, "Fix_XYZ")
    con_disp_xyz.References = [(doc.Box, "Edge4")]
    con_disp_xyz.xFix = True
    con_disp_xyz.xFree = False
    con_disp_xyz.xDisplacement = 0.0
    con_disp_xyz.yFix = True
    con_disp_xyz.yFree = False
    con_disp_xyz.yDisplacement = 0.0
    con_disp_xyz.zFix = True
    con_disp_xyz.zFree = False
    con_disp_xyz.zDisplacement = 0.0
    analysis.addObject(con_disp_xyz)
    # constraint displacement yz
    con_disp_yz = ObjectsFem.makeConstraintDisplacement(doc, "Fix_YZ")
    con_disp_yz.References = [(doc.Box, "Edge8")]
    con_disp_yz.xFix = False
    con_disp_yz.xFree = True
    con_disp_yz.xDisplacement = 0.0
    con_disp_yz.yFix = True
    con_disp_yz.yFree = False
    con_disp_yz.yDisplacement = 0.0
    con_disp_yz.zFix = True
    con_disp_yz.zFree = False
    con_disp_yz.zDisplacement = 0.0
    analysis.addObject(con_disp_yz)
    # mesh
    from .meshes.mesh_beamsimple_tetra10 import create_nodes, create_elements
    fem_mesh = Fem.FemMesh()
    control = create_nodes(fem_mesh)
    if not control:
        FreeCAD.Console.PrintError("Error on creating nodes.\n")
    control = create_elements(fem_mesh)
    if not control:
        FreeCAD.Console.PrintError("Error on creating elements.\n")
    femmesh_obj = analysis.addObject(ObjectsFem.makeMeshGmsh(doc, get_meshname()))[0]
    femmesh_obj.FemMesh = fem_mesh
    femmesh_obj.Part = geom_obj
    femmesh_obj.SecondOrderLinear = False
    femmesh_obj.CharacteristicLengthMax = "25.0 mm"
    doc.recompute()
    return doc