diff --git a/src/specklepy/objects/__init__.py b/src/specklepy/objects/__init__.py
index 0bf41d34..3305ac2c 100644
--- a/src/specklepy/objects/__init__.py
+++ b/src/specklepy/objects/__init__.py
@@ -1,6 +1,6 @@
 """Builtin Speckle object kit."""
 
-from specklepy.objects import encoding, geometry, other, primitive, structural, units
+from specklepy.objects import encoding, geometry, other, primitive, units
 from specklepy.objects.base import Base
 
 __all__ = [
@@ -9,6 +9,5 @@
     "geometry",
     "other",
     "units",
-    "structural",
     "primitive",
 ]
diff --git a/src/specklepy/objects/structural/__init__.py b/src/specklepy/objects/structural/__init__.py
deleted file mode 100644
index dc91f3a2..00000000
--- a/src/specklepy/objects/structural/__init__.py
+++ /dev/null
@@ -1,142 +0,0 @@
-"""Builtin Speckle object kit."""
-
-from specklepy.objects.structural.analysis import (
-    Model,
-    ModelInfo,
-    ModelSettings,
-    ModelUnits,
-)
-from specklepy.objects.structural.axis import Axis, AxisType
-from specklepy.objects.structural.geometry import (
-    Element1D,
-    Element2D,
-    Element3D,
-    ElementType1D,
-    ElementType2D,
-    ElementType3D,
-    Node,
-    Restraint,
-)
-from specklepy.objects.structural.loading import (
-    ActionType,
-    BeamLoadType,
-    CombinationType,
-    FaceLoadType,
-    Load,
-    LoadAxisType,
-    LoadBeam,
-    LoadCase,
-    LoadCombinations,
-    LoadDirection,
-    LoadDirection2D,
-    LoadFace,
-    LoadGravity,
-    LoadNode,
-    LoadType,
-)
-from specklepy.objects.structural.materials import (
-    Concrete,
-    MaterialType,
-    Steel,
-    StructuralMaterial,
-    Timber,
-)
-from specklepy.objects.structural.properties import (
-    BaseReferencePoint,
-    MemberType,
-    Property,
-    Property1D,
-    Property2D,
-    Property3D,
-    PropertyDamper,
-    PropertyMass,
-    PropertySpring,
-    PropertyType2D,
-    PropertyType3D,
-    PropertyTypeDamper,
-    PropertyTypeSpring,
-    ReferenceSurface,
-    ReferenceSurfaceEnum,
-    SectionProfile,
-    ShapeType,
-    shapeType,
-)
-from specklepy.objects.structural.results import (
-    Result,
-    Result1D,
-    Result2D,
-    Result3D,
-    ResultGlobal,
-    ResultNode,
-    ResultSet1D,
-    ResultSet2D,
-    ResultSet3D,
-    ResultSetAll,
-    ResultSetNode,
-)
-
-__all__ = [
-    "Element1D",
-    "Element2D",
-    "Element3D",
-    "ElementType1D",
-    "ElementType2D",
-    "ElementType3D",
-    "AxisType",
-    "Axis",
-    "Node",
-    "Restraint",
-    "Load",
-    "LoadType",
-    "ActionType",
-    "BeamLoadType",
-    "FaceLoadType",
-    "LoadDirection",
-    "LoadDirection2D",
-    "LoadAxisType",
-    "CombinationType",
-    "LoadBeam",
-    "LoadCase",
-    "LoadCombinations",
-    "LoadFace",
-    "LoadGravity",
-    "LoadNode",
-    "Model",
-    "ModelInfo",
-    "ModelSettings",
-    "ModelUnits",
-    "MaterialType",
-    "Concrete",
-    "StructuralMaterial",
-    "Steel",
-    "Timber",
-    "Property",
-    "Property1D",
-    "Property2D",
-    "Property3D",
-    "PropertyDamper",
-    "PropertyMass",
-    "PropertySpring",
-    "SectionProfile",
-    "MemberType",
-    "BaseReferencePoint",
-    "ReferenceSurface",
-    "PropertyType2D",
-    "PropertyType3D",
-    "ShapeType",
-    "PropertyTypeSpring",
-    "PropertyTypeDamper",
-    "ReferenceSurfaceEnum",
-    "shapeType",
-    "Result",
-    "Result1D",
-    "ResultSet1D",
-    "Result2D",
-    "ResultSet2D",
-    "Result3D",
-    "ResultSet3D",
-    "ResultGlobal",
-    "ResultSetNode",
-    "ResultNode",
-    "ResultSetAll",
-]
diff --git a/src/specklepy/objects/structural/analysis.py b/src/specklepy/objects/structural/analysis.py
deleted file mode 100644
index ee82eead..00000000
--- a/src/specklepy/objects/structural/analysis.py
+++ /dev/null
@@ -1,49 +0,0 @@
-from typing import List, Optional
-
-from specklepy.objects.base import Base
-
-STRUCTURAL_ANALYSIS = "Objects.Structural.Analysis."
-
-
-class ModelUnits(Base, speckle_type=STRUCTURAL_ANALYSIS + "ModelUnits"):
-    length: Optional[str] = None
-    sections: Optional[str] = None
-    displacements: Optional[str] = None
-    stress: Optional[str] = None
-    force: Optional[str] = None
-    mass: Optional[str] = None
-    time: Optional[str] = None
-    temperature: Optional[str] = None
-    velocity: Optional[str] = None
-    acceleration: Optional[str] = None
-    energy: Optional[str] = None
-    angle: Optional[str] = None
-    strain: Optional[str] = None
-
-
-class ModelSettings(Base, speckle_type=STRUCTURAL_ANALYSIS + "ModelSettings"):
-    modelUnits: Optional[ModelUnits] = None
-    steelCode: Optional[str] = None
-    concreteCode: Optional[str] = None
-    coincidenceTolerance: float = 0.0
-
-
-class ModelInfo(Base, speckle_type=STRUCTURAL_ANALYSIS + "ModelInfo"):
-    name: Optional[str] = None
-    description: Optional[str] = None
-    projectNumber: Optional[str] = None
-    projectName: Optional[str] = None
-    settings: Optional[ModelSettings] = None
-    initials: Optional[str] = None
-    application: Optional[str] = None
-
-
-class Model(Base, speckle_type=STRUCTURAL_ANALYSIS + "Model"):
-    specs: Optional[ModelInfo] = None
-    nodes: Optional[List] = None
-    elements: Optional[List] = None
-    loads: Optional[List] = None
-    restraints: Optional[List] = None
-    properties: Optional[List] = None
-    materials: Optional[List] = None
-    layerDescription: Optional[str] = None
diff --git a/src/specklepy/objects/structural/axis.py b/src/specklepy/objects/structural/axis.py
deleted file mode 100644
index aa4408de..00000000
--- a/src/specklepy/objects/structural/axis.py
+++ /dev/null
@@ -1,17 +0,0 @@
-from enum import Enum
-from typing import Optional
-
-from specklepy.objects.base import Base
-from specklepy.objects.geometry import Plane
-
-
-class AxisType(int, Enum):
-    Cartesian = 0
-    Cylindrical = 1
-    Spherical = 2
-
-
-class Axis(Base, speckle_type="Objects.Structural.Geometry.Axis"):
-    name: Optional[str] = None
-    axisType: Optional[AxisType] = None
-    plane: Optional[Plane] = None
diff --git a/src/specklepy/objects/structural/geometry.py b/src/specklepy/objects/structural/geometry.py
deleted file mode 100644
index f232529b..00000000
--- a/src/specklepy/objects/structural/geometry.py
+++ /dev/null
@@ -1,110 +0,0 @@
-from enum import Enum
-from typing import List, Optional
-
-from specklepy.objects.base import Base
-from specklepy.objects.geometry import Line, Mesh, Plane, Point, Vector
-from specklepy.objects.structural.axis import Axis
-from specklepy.objects.structural.properties import (
-    Property1D,
-    Property2D,
-    Property3D,
-    PropertyDamper,
-    PropertyMass,
-    PropertySpring,
-)
-
-STRUCTURAL_GEOMETRY = "Objects.Structural.Geometry"
-
-
-class ElementType1D(int, Enum):
-    Beam = 0
-    Brace = 1
-    Bar = 2
-    Column = 3
-    Rod = 4
-    Spring = 5
-    Tie = 6
-    Strut = 7
-    Link = 8
-    Damper = 9
-    Cable = 10
-    Spacer = 11
-    Other = 12
-    Null = 13
-
-
-class ElementType2D(int, Enum):
-    Quad4 = 0
-    Quad8 = 1
-    Triangle3 = 2
-    Triangle6 = 3
-
-
-class ElementType3D(int, Enum):
-    Brick8 = 0
-    Wedge6 = 1
-    Pyramid5 = 2
-    Tetra4 = 3
-
-
-class Restraint(Base, speckle_type=STRUCTURAL_GEOMETRY + ".Restraint"):
-    code: Optional[str] = None
-    stiffnessX: float = 0.0
-    stiffnessY: float = 0.0
-    stiffnessZ: float = 0.0
-    stiffnessXX: float = 0.0
-    stiffnessYY: float = 0.0
-    stiffnessZZ: float = 0.0
-
-
-class Node(Base, speckle_type=STRUCTURAL_GEOMETRY + ".Node"):
-    name: Optional[str] = None
-    basePoint: Optional[Point] = None
-    constraintAxis: Optional[Axis] = None
-    restraint: Optional[Restraint] = None
-    springProperty: Optional[PropertySpring] = None
-    massProperty: Optional[PropertyMass] = None
-    damperProperty: Optional[PropertyDamper] = None
-
-
-class Element1D(Base, speckle_type=STRUCTURAL_GEOMETRY + ".Element1D"):
-    name: Optional[str] = None
-    baseLine: Optional[Line] = None
-    property: Optional[Property1D] = None
-    type: Optional[ElementType1D] = None
-    end1Releases: Optional[Restraint] = None
-    end2Releases: Optional[Restraint] = None
-    end1Offset: Optional[Vector] = None
-    end2Offset: Optional[Vector] = None
-    orientationNode: Optional[Node] = None
-    orinetationAngle: float = 0.0
-    localAxis: Optional[Plane] = None
-    parent: Optional[Base] = None
-    end1Node: Optional[Node] = None
-    end2Node: Optional[Node] = None
-    topology: Optional[List] = None
-    displayMesh: Optional[Mesh] = None
-
-
-class Element2D(Base, speckle_type=STRUCTURAL_GEOMETRY + ".Element2D"):
-    name: Optional[str] = None
-    property: Optional[Property2D] = None
-    type: Optional[ElementType2D] = None
-    offset: float = 0.0
-    orientationAngle: float = 0.0
-    parent: Optional[Base] = None
-    topology: Optional[List] = None
-    displayMesh: Optional[Mesh] = None
-
-
-class Element3D(Base, speckle_type=STRUCTURAL_GEOMETRY + ".Element3D"):
-    name: Optional[str] = None
-    baseMesh: Optional[Mesh] = None
-    property: Optional[Property3D] = None
-    type: Optional[ElementType3D] = None
-    orientationAngle: float = 0.0
-    parent: Optional[Base] = None
-    topology: List
-
-
-# class Storey needs ependency on built elements first
diff --git a/src/specklepy/objects/structural/loading.py b/src/specklepy/objects/structural/loading.py
deleted file mode 100644
index 9e6f1e59..00000000
--- a/src/specklepy/objects/structural/loading.py
+++ /dev/null
@@ -1,137 +0,0 @@
-from enum import Enum
-from typing import List, Optional
-
-from specklepy.objects.base import Base
-from specklepy.objects.geometry import Vector
-from specklepy.objects.structural.axis import Axis
-
-STRUCTURAL_LOADING = "Objects.Structural.Loading."
-
-
-class LoadType(int, Enum):
-    none = 0
-    Dead = 1
-    SuperDead = 2
-    Soil = 3
-    Live = 4
-    LiveRoof = 5
-    ReducibleLive = 6
-    Wind = 7
-    Snow = 8
-    Rain = 9
-    Thermal = 10
-    Notional = 11
-    Prestress = 12
-    Equivalent = 13
-    Accidental = 14
-    SeismicRSA = 15
-    SeismicAccTorsion = 16
-    SeismicStatic = 17
-    Other = 18
-
-
-class ActionType(int, Enum):
-    none = 0
-    Permanent = 1
-    Variable = 2
-    Accidental = 3
-
-
-class BeamLoadType(int, Enum):
-    Point = 0
-    Uniform = 1
-    Linear = 2
-    Patch = 3
-    TriLinear = 4
-
-
-class FaceLoadType(int, Enum):
-    Constant = 0
-    Variable = 1
-    Point = 2
-
-
-class LoadDirection2D(int, Enum):
-    X = 0
-    Y = 1
-    Z = 2
-
-
-class LoadDirection(int, Enum):
-    X = 0
-    Y = 1
-    Z = 2
-    XX = 3
-    YY = 4
-    ZZ = 5
-
-
-class LoadAxisType(int, Enum):
-    Global = 0
-    Local = 1  # local element axes
-    DeformedLocal = (
-        2  # element local axis that is embedded in the element as it deforms
-    )
-
-
-class CombinationType(int, Enum):
-    LinearAdd = 0
-    Envelope = 1
-    AbsoluteAdd = 2
-    SRSS = 3
-    RangeAdd = 4
-
-
-class LoadCase(Base, speckle_type=STRUCTURAL_LOADING + "LoadCase"):
-    name: Optional[str] = None
-    loadType: Optional[LoadType] = None
-    group: Optional[str] = None
-    actionType: Optional[ActionType] = None
-    description: Optional[str] = None
-
-
-class Load(Base, speckle_type=STRUCTURAL_LOADING + "Load"):
-    name: Optional[str] = None
-    loadCase: Optional[LoadCase] = None
-
-
-class LoadBeam(Load, speckle_type=STRUCTURAL_LOADING + "LoadBeam"):
-    elements: Optional[List] = None
-    loadType: Optional[BeamLoadType] = None
-    direction: Optional[LoadDirection] = None
-    loadAxis: Optional[Axis] = None
-    loadAxisType: Optional[LoadAxisType] = None
-    isProjected: Optional[bool] = None
-    values: Optional[List] = None
-    positions: Optional[List] = None
-
-
-class LoadCombinations(Base, speckle_type=STRUCTURAL_LOADING + "LoadCombination"):
-    name: Optional[str] = None
-    loadCases: List
-    loadFactors: List
-    combinationType: CombinationType
-
-
-class LoadFace(Load, speckle_type=STRUCTURAL_LOADING + "LoadFace"):
-    elements: Optional[List] = None
-    loadType: Optional[FaceLoadType] = None
-    direction: Optional[LoadDirection2D] = None
-    loadAxis: Optional[Axis] = None
-    loadAxisType: Optional[LoadAxisType] = None
-    isProjected: Optional[bool] = None
-    values: Optional[List] = None
-    positions: Optional[List] = None
-
-
-class LoadGravity(Load, speckle_type=STRUCTURAL_LOADING + "LoadGravity"):
-    elements: Optional[List] = None
-    nodes: Optional[List] = None
-    gravityFactors: Optional[Vector] = None
-
-
-class LoadNode(Load, speckle_type=STRUCTURAL_LOADING + "LoadNode"):
-    nodes: Optional[List] = None
-    loadAxis: Optional[Axis] = None
-    direction: Optional[LoadDirection] = None
-    value: float = 0.0
diff --git a/src/specklepy/objects/structural/materials.py b/src/specklepy/objects/structural/materials.py
deleted file mode 100644
index ab0abcda..00000000
--- a/src/specklepy/objects/structural/materials.py
+++ /dev/null
@@ -1,61 +0,0 @@
-from enum import Enum
-from typing import Optional
-
-from specklepy.objects.base import Base
-
-STRUCTURAL_MATERIALS = "Objects.Structural.Materials"
-
-
-class MaterialType(int, Enum):
-    Concrete = 0
-    Steel = 1
-    Timber = 2
-    Aluminium = 3
-    Masonry = 4
-    FRP = 5
-    Glass = 6
-    Fabric = 7
-    Rebar = 8
-    Tendon = 9
-    ColdFormed = 10
-    Other = 11
-
-
-class StructuralMaterial(
-    Base, speckle_type=STRUCTURAL_MATERIALS + ".StructuralMaterial"
-):
-    name: Optional[str] = None
-    grade: Optional[str] = None
-    materialType: Optional[MaterialType] = None
-    designCode: Optional[str] = None
-    codeYear: Optional[str] = None
-    strength: float = 0.0
-    elasticModulus: float = 0.0
-    poissonsRatio: float = 0.0
-    shearModulus: float = 0.0
-    density: float = 0.0
-    thermalExpansivity: float = 0.0
-    dampingRatio: float = 0.0
-    cost: float = 0.0
-    materialSafetyFactor: float = 0.0
-
-
-class Concrete(StructuralMaterial):
-    compressiveStrength: float = 0.0
-    tensileStrength: float = 0.0
-    flexuralStrength: float = 0.0
-    maxCompressiveStrain: float = 0.0
-    maxTensileStrain: float = 0.0
-    maxAggregateSize: float = 0.0
-    lightweight: Optional[bool] = None
-
-
-class Steel(StructuralMaterial, speckle_type=STRUCTURAL_MATERIALS + ".Steel"):
-    yieldStrength: float = 0.0
-    ultimateStrength: float = 0.0
-    maxStrain: float = 0.0
-    strainHardeningModulus: float = 0.0
-
-
-class Timber(StructuralMaterial, speckle_type=STRUCTURAL_MATERIALS + ".Timber"):
-    species: Optional[str] = None
diff --git a/src/specklepy/objects/structural/properties.py b/src/specklepy/objects/structural/properties.py
deleted file mode 100644
index e0153a1e..00000000
--- a/src/specklepy/objects/structural/properties.py
+++ /dev/null
@@ -1,212 +0,0 @@
-from enum import Enum
-from typing import Optional
-
-from specklepy.objects.base import Base
-from specklepy.objects.structural.axis import Axis
-from specklepy.objects.structural.materials import StructuralMaterial
-
-STRUCTURAL_PROPERTY = "Objects.Structural.Properties"
-
-
-class MemberType(int, Enum):
-    Beam = 0
-    Column = 1
-    Generic1D = 2
-    Slab = 3
-    Wall = 4
-    Generic2D = 5
-    VoidCutter1D = 6
-    VoidCutter2D = 7
-
-
-class BaseReferencePoint(int, Enum):
-    Centroid = 0
-    TopLeft = 1
-    TopCentre = 2
-    TopRight = 3
-    MidLeft = 4
-    MidRight = 5
-    BotLeft = 6
-    BotCentre = 7
-    BotRight = 8
-
-
-class ReferenceSurface(int, Enum):
-    Top = 0
-    Middle = 1
-    Bottom = 2
-
-
-class PropertyType2D(int, Enum):
-    Stress = 0
-    Fabric = 1
-    Plate = 2
-    Shell = 3
-    Curved = 4
-    Wall = 5
-    Strain = 6
-    Axi = 7
-    Load = 8
-
-
-class PropertyType3D(int, Enum):
-    Solid = 0
-    Infinite = 1
-
-
-class ShapeType(int, Enum):
-    Rectangular = 0
-    Circular = 1
-    I = 2  # noqa: E741
-    Tee = 3
-    Angle = 4
-    Channel = 5
-    Perimeter = 6
-    Box = 7
-    Catalogue = 8
-    Explicit = 9
-    Undefined = 10
-
-
-class PropertyTypeSpring(int, Enum):
-    Axial = 0
-    Torsional = 1
-    General = 2
-    Matrix = 3
-    TensionOnly = 4
-    CompressionOnly = 5
-    Connector = 6
-    LockUp = 7
-    Gap = 8
-    Friction = 9
-
-
-class PropertyTypeDamper(int, Enum):
-    Axial = 0
-    Torsional = 1
-    General = 2
-
-
-class Property(Base, speckle_type=STRUCTURAL_PROPERTY):
-    name: Optional[str] = None
-
-
-class SectionProfile(
-    Base, speckle_type=STRUCTURAL_PROPERTY + ".Profiles.SectionProfile"
-):
-    name: Optional[str] = None
-    shapeType: Optional[ShapeType] = None
-    area: float = 0.0
-    Iyy: float = 0.0
-    Izz: float = 0.0
-    J: float = 0.0
-    Ky: float = 0.0
-    weight: float = 0.0
-
-
-class Property1D(Property, speckle_type=STRUCTURAL_PROPERTY + ".Property1D"):
-    memberType: Optional[MemberType] = None
-    material: Optional[StructuralMaterial] = None
-    profile: Optional[SectionProfile] = None
-    referencePoint: Optional[BaseReferencePoint] = None
-    offsetY: float = 0.0
-    offsetZ: float = 0.0
-
-
-class Property2D(Property, speckle_type=STRUCTURAL_PROPERTY + ".Property2D"):
-    type: Optional[PropertyType2D] = None
-    thickness: float = 0.0
-    material: Optional[StructuralMaterial] = None
-    orientationAxis: Optional[Axis] = None
-    refSurface: Optional[ReferenceSurface] = None
-    zOffset: float = 0.0
-    modifierInPlane: float = 0.0
-    modifierBending: float = 0.0
-    modifierShear: float = 0.0
-    modifierVolume: float = 0.0
-
-
-class Property3D(Property, speckle_type=STRUCTURAL_PROPERTY + ".Property3D"):
-    type: Optional[PropertyType3D] = None
-    material: Optional[StructuralMaterial] = None
-    orientationAxis: Optional[Axis] = None
-
-
-class PropertyDamper(Property, speckle_type=STRUCTURAL_PROPERTY + ".PropertyDamper"):
-    damperType: Optional[PropertyTypeDamper] = None
-    dampingX: float = 0.0
-    dampingY: float = 0.0
-    dampingZ: float = 0.0
-    dampingXX: float = 0.0
-    dampingYY: float = 0.0
-    dampingZZ: float = 0.0
-
-
-class PropertyMass(Property, speckle_type=STRUCTURAL_PROPERTY + ".PropertyMass"):
-    mass: float = 0.0
-    inertiaXX: float = 0.0
-    inertiaYY: float = 0.0
-    inertiaZZ: float = 0.0
-    inertiaXY: float = 0.0
-    inertiaYZ: float = 0.0
-    inertiaZX: float = 0.0
-    massModified: Optional[bool] = None
-    massModifierX: float = 0.0
-    massModifierY: float = 0.0
-    massModifierZ: float = 0.0
-
-
-class PropertySpring(Property, speckle_type=STRUCTURAL_PROPERTY + ".PropertySpring"):
-    springType: Optional[PropertyTypeSpring] = None
-    springCurveX: float = 0.0
-    stiffnessX: float = 0.0
-    springCurveY: float = 0.0
-    stiffnessY: float = 0.0
-    springCurveZ: float = 0.0
-    stiffnessZ: float = 0.0
-    springCurveXX: float = 0.0
-    stiffnessXX: float = 0.0
-    springCurveYY: float = 0.0
-    stiffnessYY: float = 0.0
-    springCurveZZ: float = 0.0
-    stiffnessZZ: float = 0.0
-    dampingRatio: float = 0.0
-    dampingX: float = 0.0
-    dampingY: float = 0.0
-    dampingZ: float = 0.0
-    dampingXX: float = 0.0
-    dampingYY: float = 0.0
-    dampingZZ: float = 0.0
-    matrix: float = 0.0
-    postiveLockup: float = 0.0
-    frictionCoefficient: float = 0.0
-
-
-class ReferenceSurfaceEnum(int, Enum):
-    Concrete = 0
-    Steel = 1
-    Timber = 2
-    Aluminium = 3
-    Masonry = 4
-    FRP = 5
-    Glass = 6
-    Fabric = 7
-    Rebar = 8
-    Tendon = 9
-    ColdFormed = 10
-    Other = 11
-
-
-class shapeType(int, Enum):
-    Concrete = 0
-    Steel = 1
-    Timber = 2
-    Aluminium = 3
-    Masonry = 4
-    FRP = 5
-    Glass = 6
-    Fabric = 7
-    Rebar = 8
-    Tendon = 9
-    ColdFormed = 10
-    Other = 11
diff --git a/src/specklepy/objects/structural/results.py b/src/specklepy/objects/structural/results.py
deleted file mode 100644
index d014f458..00000000
--- a/src/specklepy/objects/structural/results.py
+++ /dev/null
@@ -1,172 +0,0 @@
-from typing import List, Optional
-
-from specklepy.objects.base import Base
-from specklepy.objects.structural.analysis import Model
-from specklepy.objects.structural.geometry import Element1D, Element2D, Element3D, Node
-
-STRUCTURAL_RESULTS = "Objects.Structural.Results."
-
-
-class Result(Base, speckle_type=STRUCTURAL_RESULTS + "Result"):
-    resultCase: Optional[Base] = None
-    permutation: Optional[str] = None
-    description: Optional[str] = None
-
-
-class ResultSet1D(Result, speckle_type=STRUCTURAL_RESULTS + "ResultSet1D"):
-    results1D: List
-
-
-class Result1D(Result, speckle_type=STRUCTURAL_RESULTS + "Result1D"):
-    element: Optional[Element1D] = None
-    position: Optional[float] = None
-    dispX: Optional[float] = None
-    dispY: Optional[float] = None
-    dispZ: Optional[float] = None
-    rotXX: Optional[float] = None
-    rotYY: Optional[float] = None
-    rotZZ: Optional[float] = None
-    forceX: Optional[float] = None
-    forceY: Optional[float] = None
-    forceZ: Optional[float] = None
-    momentXX: Optional[float] = None
-    momentYY: Optional[float] = None
-    momentZZ: Optional[float] = None
-    axialStress: Optional[float] = None
-    shearStressY: Optional[float] = None
-    shearStressZ: Optional[float] = None
-    bendingStressYPos: Optional[float] = None
-    bendingStressYNeg: Optional[float] = None
-    bendingStressZPos: Optional[float] = None
-    bendingStressZNeg: Optional[float] = None
-    combinedStressMax: Optional[float] = None
-    combinedStressMin: Optional[float] = None
-
-
-class ResultSet2D(Result, speckle_type=STRUCTURAL_RESULTS + "ResultSet2D"):
-    results2D: List
-
-
-class Result2D(Result, speckle_type=STRUCTURAL_RESULTS + "Result2D"):
-    element: Optional[Element2D] = None
-    position: List
-    dispX: Optional[float] = None
-    dispY: Optional[float] = None
-    dispZ: Optional[float] = None
-    forceXX: Optional[float] = None
-    forceYY: Optional[float] = None
-    forceXY: Optional[float] = None
-    momentXX: Optional[float] = None
-    momentYY: Optional[float] = None
-    momentXY: Optional[float] = None
-    shearX: Optional[float] = None
-    shearY: Optional[float] = None
-    stressTopXX: Optional[float] = None
-    stressTopYY: Optional[float] = None
-    stressTopZZ: Optional[float] = None
-    stressTopXY: Optional[float] = None
-    stressTopYZ: Optional[float] = None
-    stressTopZX: Optional[float] = None
-    stressMidXX: Optional[float] = None
-    stressMidYY: Optional[float] = None
-    stressMidZZ: Optional[float] = None
-    stressMidXY: Optional[float] = None
-    stressMidYZ: Optional[float] = None
-    stressMidZX: Optional[float] = None
-    stressBotXX: Optional[float] = None
-    stressBotYY: Optional[float] = None
-    stressBotZZ: Optional[float] = None
-    stressBotXY: Optional[float] = None
-    stressBotYZ: Optional[float] = None
-    stressBotZX: Optional[float] = None
-
-
-class ResultSet3D(Result, speckle_type=STRUCTURAL_RESULTS + "ResultSet3D"):
-    results3D: List
-
-
-class Result3D(Result, speckle_type=STRUCTURAL_RESULTS + "Result3D"):
-    element: Optional[Element3D] = None
-    position: List
-    dispX: Optional[float] = None
-    dispY: Optional[float] = None
-    dispZ: Optional[float] = None
-    stressXX: Optional[float] = None
-    stressYY: Optional[float] = None
-    stressZZ: Optional[float] = None
-    stressXY: Optional[float] = None
-    stressYZ: Optional[float] = None
-    stressZX: Optional[float] = None
-
-
-class ResultGlobal(Result, speckle_type=STRUCTURAL_RESULTS + "ResultGlobal"):
-    model: Optional[Model] = None
-    loadX: Optional[float] = None
-    loadY: Optional[float] = None
-    loadZ: Optional[float] = None
-    loadXX: Optional[float] = None
-    loadYY: Optional[float] = None
-    loadZZ: Optional[float] = None
-    reactionX: Optional[float] = None
-    reactionY: Optional[float] = None
-    reactionZ: Optional[float] = None
-    reactionXX: Optional[float] = None
-    reactionYY: Optional[float] = None
-    reactionZZ: Optional[float] = None
-    mode: Optional[float] = None
-    frequency: Optional[float] = None
-    loadFactor: Optional[float] = None
-    modalStiffness: Optional[float] = None
-    modalGeoStiffness: Optional[float] = None
-    effMassX: Optional[float] = None
-    effMassY: Optional[float] = None
-    effMassZ: Optional[float] = None
-    effMassXX: Optional[float] = None
-    effMassYY: Optional[float] = None
-    effMassZZ: Optional[float] = None
-
-
-class ResultSetNode(Result, speckle_type=STRUCTURAL_RESULTS + "ResultSetNode"):
-    resultsNode: List
-
-
-class ResultNode(Result, speckle_type=STRUCTURAL_RESULTS + " ResultNode"):
-    node: Optional[Node] = None
-    dispX: Optional[float] = None
-    dispY: Optional[float] = None
-    dispZ: Optional[float] = None
-    rotXX: Optional[float] = None
-    rotYY: Optional[float] = None
-    rotZZ: Optional[float] = None
-    reactionX: Optional[float] = None
-    reactionY: Optional[float] = None
-    reactionZ: Optional[float] = None
-    reactionXX: Optional[float] = None
-    reactionYY: Optional[float] = None
-    reactionZZ: Optional[float] = None
-    constraintX: Optional[float] = None
-    constraintY: Optional[float] = None
-    constraintZ: Optional[float] = None
-    constraintXX: Optional[float] = None
-    constraintYY: Optional[float] = None
-    constraintZZ: Optional[float] = None
-    velX: Optional[float] = None
-    velY: Optional[float] = None
-    velZ: Optional[float] = None
-    velXX: Optional[float] = None
-    velYY: Optional[float] = None
-    velZZ: Optional[float] = None
-    accX: Optional[float] = None
-    accY: Optional[float] = None
-    accZ: Optional[float] = None
-    accXX: Optional[float] = None
-    accYY: Optional[float] = None
-    accZZ: Optional[float] = None
-
-
-class ResultSetAll(Base, speckle_type=None):
-    resultSet1D: Optional[ResultSet1D] = None
-    resultSet2D: Optional[ResultSet2D] = None
-    resultSet3D: Optional[ResultSet3D] = None
-    resultsGlobal: Optional[ResultGlobal] = None
-    resultsNode: Optional[ResultSetNode] = None