private Element1D AnalyticalStickToSpeckle(AnalyticalModelStick revitStick)
{
if (!revitStick.IsEnabled())
{
return(new Element1D());
}
var speckleElement1D = new Element1D();
switch (revitStick.Category.Name)
{
case "Analytical Columns":
speckleElement1D.type = ElementType1D.Column;
break;
case "Analytical Beams":
speckleElement1D.type = ElementType1D.Beam;
break;
case "Analytical Braces":
speckleElement1D.type = ElementType1D.Brace;
break;
default:
speckleElement1D.type = ElementType1D.Other;
break;
}
var curves = revitStick.GetCurves(AnalyticalCurveType.RigidLinkHead).ToList();
curves.AddRange(revitStick.GetCurves(AnalyticalCurveType.ActiveCurves));
curves.AddRange(revitStick.GetCurves(AnalyticalCurveType.RigidLinkTail));
if (curves.Count > 1)
{
speckleElement1D.baseLine = null;
}
else
{
speckleElement1D.baseLine = (Objects.Geometry.Line)CurveToSpeckle(curves[0]);
}
var coordinateSystem = revitStick.GetLocalCoordinateSystem();
if (coordinateSystem != null)
{
speckleElement1D.localAxis = new Geometry.Plane(PointToSpeckle(coordinateSystem.Origin), VectorToSpeckle(coordinateSystem.BasisZ), VectorToSpeckle(coordinateSystem.BasisX), VectorToSpeckle(coordinateSystem.BasisY));
}
var startOffset = revitStick.GetOffset(AnalyticalElementSelector.StartOrBase);
var endOffset = revitStick.GetOffset(AnalyticalElementSelector.EndOrTop);
speckleElement1D.end1Offset = VectorToSpeckle(startOffset);
speckleElement1D.end2Offset = VectorToSpeckle(endOffset);
var startRelease = GetParamValue <int>(revitStick, BuiltInParameter.STRUCTURAL_START_RELEASE_TYPE);
var endRelease = GetParamValue <int>(revitStick, BuiltInParameter.STRUCTURAL_END_RELEASE_TYPE);
if (startRelease == 0)
{
speckleElement1D.end1Releases = new Restraint(RestraintType.Fixed);
}
else
{
var botReleaseX = GetParamValue <int>(revitStick, BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_FX) == 1 ? "R" : "F";
var botReleaseY = GetParamValue <int>(revitStick, BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_FY) == 1 ? "R" : "F";
var botReleaseZ = GetParamValue <int>(revitStick, BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_FZ) == 1 ? "R" : "F";
var botReleaseXX = GetParamValue <int>(revitStick, BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_MX) == 1 ? "R" : "F";
var botReleaseYY = GetParamValue <int>(revitStick, BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_MY) == 1 ? "R" : "F";
var botReleaseZZ = GetParamValue <int>(revitStick, BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_MZ) == 1 ? "R" : "F";
string botReleaseCode = botReleaseX + botReleaseY + botReleaseZ + botReleaseXX + botReleaseYY + botReleaseZZ;
speckleElement1D.end1Releases = new Restraint(botReleaseCode);
}
if (endRelease == 0)
{
speckleElement1D.end2Releases = new Restraint(RestraintType.Fixed);
}
else
{
var topReleaseX = GetParamValue <int>(revitStick, BuiltInParameter.STRUCTURAL_TOP_RELEASE_FX) == 1 ? "R" : "F";
var topReleaseY = GetParamValue <int>(revitStick, BuiltInParameter.STRUCTURAL_TOP_RELEASE_FY) == 1 ? "R" : "F";
var topReleaseZ = GetParamValue <int>(revitStick, BuiltInParameter.STRUCTURAL_TOP_RELEASE_FZ) == 1 ? "R" : "F";
var topReleaseXX = GetParamValue <int>(revitStick, BuiltInParameter.STRUCTURAL_TOP_RELEASE_MX) == 1 ? "R" : "F";
var topReleaseYY = GetParamValue <int>(revitStick, BuiltInParameter.STRUCTURAL_TOP_RELEASE_MY) == 1 ? "R" : "F";
var topReleaseZZ = GetParamValue <int>(revitStick, BuiltInParameter.STRUCTURAL_TOP_RELEASE_MZ) == 1 ? "R" : "F";
string topReleaseCode = topReleaseX + topReleaseY + topReleaseZ + topReleaseXX + topReleaseYY + topReleaseZZ;
speckleElement1D.end2Releases = new Restraint(topReleaseCode);
}
var prop = new Property1D();
var stickFamily = (Autodesk.Revit.DB.FamilyInstance)Doc.GetElement(revitStick.GetElementId());
var section = stickFamily.Symbol.GetStructuralSection();
var speckleSection = new SectionProfile();
speckleSection.name = section.StructuralSectionShapeName;
switch (section.StructuralSectionGeneralShape)
{
case DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralI: // Double T structural sections
var ISection = new ISection();
ISection.name = section.StructuralSectionShapeName;
ISection.shapeType = Structural.ShapeType.I;
ISection.depth = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralI).GetProperty("Height").GetValue(section);
ISection.width = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralI).GetProperty("Width").GetValue(section);
ISection.webThickness = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralI).GetProperty("WebThickness").GetValue(section);
ISection.flangeThickness = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralI).GetProperty("FlangeThickness").GetValue(section);
ISection.area = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralI).GetProperty("SectionArea").GetValue(section);
ISection.weight = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralI).GetProperty("NominalWeight").GetValue(section);
ISection.Iyy = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralI).GetProperty("MomentOfInertiaStrongAxis").GetValue(section);
ISection.Izz = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralI).GetProperty("MomentOfInertiaWeakAxis").GetValue(section);
ISection.J = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralI).GetProperty("TorsionalMomentOfInertia").GetValue(section);
speckleSection = ISection;
break;
case DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralT: // Tees structural sections
var teeSection = new Tee();
teeSection.name = section.StructuralSectionShapeName;
teeSection.shapeType = Structural.ShapeType.I;
teeSection.depth = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralT).GetProperty("Height").GetValue(section);
teeSection.width = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralT).GetProperty("Width").GetValue(section);
teeSection.webThickness = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralT).GetProperty("WebThickness").GetValue(section);
teeSection.flangeThickness = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralT).GetProperty("FlangeThickness").GetValue(section);
teeSection.area = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralT).GetProperty("SectionArea").GetValue(section);
teeSection.weight = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralT).GetProperty("NominalWeight").GetValue(section);
teeSection.Iyy = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralT).GetProperty("MomentOfInertiaStrongAxis").GetValue(section);
teeSection.Izz = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralT).GetProperty("MomentOfInertiaWeakAxis").GetValue(section);
teeSection.J = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralT).GetProperty("TorsionalMomentOfInertia").GetValue(section);
speckleSection = teeSection;
break;
case DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralH: // Rectangular Pipe structural sections
var rectSection = new Rectangular();
rectSection.name = section.StructuralSectionShapeName;
rectSection.shapeType = Structural.ShapeType.I;
rectSection.depth = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralH).GetProperty("Height").GetValue(section);
rectSection.width = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralH).GetProperty("Width").GetValue(section);
var wallThickness = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralH).GetProperty("WallNominalThickness").GetValue(section);
rectSection.webThickness = wallThickness;
rectSection.flangeThickness = wallThickness;
rectSection.area = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralH).GetProperty("SectionArea").GetValue(section);
rectSection.weight = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralH).GetProperty("NominalWeight").GetValue(section);
rectSection.Iyy = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralH).GetProperty("MomentOfInertiaStrongAxis").GetValue(section);
rectSection.Izz = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralH).GetProperty("MomentOfInertiaWeakAxis").GetValue(section);
rectSection.J = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralH).GetProperty("TorsionalMomentOfInertia").GetValue(section);
speckleSection = rectSection;
break;
case DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralR: // Pipe structural sections
var circSection = new Circular();
circSection.name = section.StructuralSectionShapeName;
circSection.shapeType = Structural.ShapeType.Circular;
circSection.radius = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralR).GetProperty("Diameter").GetValue(section) / 2;
circSection.wallThickness = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralR).GetProperty("WallNominalThickness").GetValue(section);
circSection.area = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralR).GetProperty("SectionArea").GetValue(section);
circSection.weight = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralR).GetProperty("NominalWeight").GetValue(section);
circSection.Iyy = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralR).GetProperty("MomentOfInertiaStrongAxis").GetValue(section);
circSection.Izz = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralR).GetProperty("MomentOfInertiaWeakAxis").GetValue(section);
circSection.J = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralR).GetProperty("TorsionalMomentOfInertia").GetValue(section);
speckleSection = circSection;
break;
case DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralF: // Flat Bar structural sections
var flatRectSection = new Rectangular();
flatRectSection.name = section.StructuralSectionShapeName;
flatRectSection.shapeType = Structural.ShapeType.I;
flatRectSection.depth = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralF).GetProperty("Height").GetValue(section);
flatRectSection.width = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralF).GetProperty("Width").GetValue(section);
flatRectSection.area = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralF).GetProperty("SectionArea").GetValue(section);
flatRectSection.weight = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralF).GetProperty("NominalWeight").GetValue(section);
flatRectSection.Iyy = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralF).GetProperty("MomentOfInertiaStrongAxis").GetValue(section);
flatRectSection.Izz = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralF).GetProperty("MomentOfInertiaWeakAxis").GetValue(section);
flatRectSection.J = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralF).GetProperty("TorsionalMomentOfInertia").GetValue(section);
speckleSection = flatRectSection;
break;
case DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralS: // Round Bar structural sections
var flatCircSection = new Circular();
flatCircSection.name = section.StructuralSectionShapeName;
flatCircSection.shapeType = Structural.ShapeType.Circular;
flatCircSection.radius = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralS).GetProperty("Diameter").GetValue(section) / 2;
flatCircSection.wallThickness = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralS).GetProperty("WallNominalThickness").GetValue(section);
flatCircSection.area = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralS).GetProperty("SectionArea").GetValue(section);
flatCircSection.weight = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralS).GetProperty("NominalWeight").GetValue(section);
flatCircSection.Iyy = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralS).GetProperty("MomentOfInertiaStrongAxis").GetValue(section);
flatCircSection.Izz = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralS).GetProperty("MomentOfInertiaWeakAxis").GetValue(section);
flatCircSection.J = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralS).GetProperty("TorsionalMomentOfInertia").GetValue(section);
speckleSection = flatCircSection;
break;
case DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralW: // Angle structural sections
var angleSection = new Angle();
angleSection.name = section.StructuralSectionShapeName;
angleSection.shapeType = Structural.ShapeType.Angle;
angleSection.depth = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralW).GetProperty("Height").GetValue(section);
angleSection.width = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralW).GetProperty("Width").GetValue(section);
angleSection.webThickness = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralW).GetProperty("WebThickness").GetValue(section);
angleSection.flangeThickness = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralW).GetProperty("FlangeThickness").GetValue(section);
angleSection.area = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralW).GetProperty("SectionArea").GetValue(section);
angleSection.weight = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralW).GetProperty("NominalWeight").GetValue(section);
angleSection.Iyy = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralW).GetProperty("MomentOfInertiaStrongAxis").GetValue(section);
angleSection.Izz = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralW).GetProperty("MomentOfInertiaWeakAxis").GetValue(section);
angleSection.J = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralW).GetProperty("TorsionalMomentOfInertia").GetValue(section);
speckleSection = angleSection;
break;
case DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralU: // Channel structural sections
var channelSection = new Channel();
channelSection.name = section.StructuralSectionShapeName;
channelSection.shapeType = Structural.ShapeType.Channel;
channelSection.depth = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralU).GetProperty("Height").GetValue(section);
channelSection.width = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralU).GetProperty("Width").GetValue(section);
channelSection.webThickness = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralU).GetProperty("WebThickness").GetValue(section);
channelSection.flangeThickness = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralU).GetProperty("FlangeThickness").GetValue(section);
channelSection.area = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralU).GetProperty("SectionArea").GetValue(section);
channelSection.weight = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralU).GetProperty("NominalWeight").GetValue(section);
channelSection.Iyy = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralU).GetProperty("MomentOfInertiaStrongAxis").GetValue(section);
channelSection.Izz = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralU).GetProperty("MomentOfInertiaWeakAxis").GetValue(section);
channelSection.J = (double)typeof(DB.Structure.StructuralSections.StructuralSectionGeneralU).GetProperty("TorsionalMomentOfInertia").GetValue(section);
speckleSection = channelSection;
break;
default:
speckleSection.name = section.StructuralSectionShapeName;
break;
}
var materialType = stickFamily.StructuralMaterialType;
var structMat = (DB.Material)Doc.GetElement(stickFamily.StructuralMaterialId);
if (structMat == null)
{
structMat = (DB.Material)Doc.GetElement(stickFamily.Symbol.get_Parameter(BuiltInParameter.STRUCTURAL_MATERIAL_PARAM).AsElementId());
}
var materialAsset = ((PropertySetElement)Doc.GetElement(structMat.StructuralAssetId)).GetStructuralAsset();
Structural.Materials.Material speckleMaterial = null;
switch (materialType)
{
case StructuralMaterialType.Concrete:
var concreteMaterial = new Concrete
{
name = Doc.GetElement(stickFamily.StructuralMaterialId).Name,
//type = Structural.MaterialType.Concrete,
grade = null,
designCode = null,
codeYear = null,
elasticModulus = materialAsset.YoungModulus.X,
compressiveStrength = materialAsset.ConcreteCompression,
tensileStrength = 0,
flexuralStrength = 0,
maxCompressiveStrain = 0,
maxTensileStrain = 0,
maxAggregateSize = 0,
lightweight = materialAsset.Lightweight,
poissonsRatio = materialAsset.PoissonRatio.X,
shearModulus = materialAsset.ShearModulus.X,
density = materialAsset.Density,
thermalExpansivity = materialAsset.ThermalExpansionCoefficient.X,
dampingRatio = 0
};
speckleMaterial = concreteMaterial;
break;
case StructuralMaterialType.Steel:
var steelMaterial = new Steel
{
name = Doc.GetElement(stickFamily.StructuralMaterialId).Name,
//type = Structural.MaterialType.Steel,
grade = materialAsset.Name,
designCode = null,
codeYear = null,
elasticModulus = materialAsset.YoungModulus.X, // Newtons per foot meter
yieldStrength = materialAsset.MinimumYieldStress, // Newtons per foot meter
ultimateStrength = materialAsset.MinimumTensileStrength, // Newtons per foot meter
maxStrain = 0,
poissonsRatio = materialAsset.PoissonRatio.X,
shearModulus = materialAsset.ShearModulus.X, // Newtons per foot meter
density = materialAsset.Density, // kilograms per cubed feet
thermalExpansivity = materialAsset.ThermalExpansionCoefficient.X, // inverse Kelvin
dampingRatio = 0
};
speckleMaterial = steelMaterial;
break;
case StructuralMaterialType.Wood:
var timberMaterial = new Timber
{
name = Doc.GetElement(structMat.StructuralAssetId).Name,
//type = Structural.MaterialType.Timber,
grade = materialAsset.WoodGrade,
designCode = null,
codeYear = null,
elasticModulus = materialAsset.YoungModulus.X, // Newtons per foot meter
poissonsRatio = materialAsset.PoissonRatio.X,
shearModulus = materialAsset.ShearModulus.X, // Newtons per foot meter
density = materialAsset.Density, // kilograms per cubed feet
thermalExpansivity = materialAsset.ThermalExpansionCoefficient.X, // inverse Kelvin
species = materialAsset.WoodSpecies,
dampingRatio = 0
};
timberMaterial["bendingStrength"] = materialAsset.WoodBendingStrength;
timberMaterial["parallelCompressionStrength"] = materialAsset.WoodParallelCompressionStrength;
timberMaterial["parallelShearStrength"] = materialAsset.WoodParallelShearStrength;
timberMaterial["perpendicularCompressionStrength"] = materialAsset.WoodPerpendicularCompressionStrength;
timberMaterial["perpendicularShearStrength"] = materialAsset.WoodPerpendicularShearStrength;
speckleMaterial = timberMaterial;
break;
default:
var defaultMaterial = new Objects.Structural.Materials.Material
{
name = Doc.GetElement(stickFamily.StructuralMaterialId).Name
};
speckleMaterial = defaultMaterial;
break;
}
prop.profile = speckleSection;
prop.material = speckleMaterial;
prop.name = Doc.GetElement(revitStick.GetElementId()).Name;
var structuralElement = Doc.GetElement(revitStick.GetElementId());
var mark = GetParamValue <string>(structuralElement, BuiltInParameter.ALL_MODEL_MARK);
if (revitStick is AnalyticalModelColumn)
{
speckleElement1D.type = ElementType1D.Column;
//prop.memberType = MemberType.Column;
var locationMark = GetParamValue <string>(structuralElement, BuiltInParameter.COLUMN_LOCATION_MARK);
if (locationMark == null)
{
speckleElement1D.name = mark;
}
else
{
speckleElement1D.name = locationMark;
}
}
else
{
prop.memberType = MemberType.Beam;
speckleElement1D.name = mark;
}
speckleElement1D.property = prop;
GetAllRevitParamsAndIds(speckleElement1D, revitStick);
speckleElement1D.displayMesh = GetElementDisplayMesh(Doc.GetElement(revitStick.GetElementId()));
return(speckleElement1D);
}
public static List <SpeckleObject> ToSpeckle(this AnalyticalModelStick myStick)
{
var returnObjects = new List <SpeckleObject>();
if (!myStick.IsEnabled())
{
return(new List <SpeckleObject>());
}
// Get the family
var myFamily = (FamilyInstance)Doc.GetElement(myStick.GetElementId());
var myElement = new Structural1DElementPolyline
{
Value = new List <double>()
};
var curves = myStick.GetCurves(AnalyticalCurveType.RigidLinkHead).ToList();
curves.AddRange(myStick.GetCurves(AnalyticalCurveType.ActiveCurves));
curves.AddRange(myStick.GetCurves(AnalyticalCurveType.RigidLinkTail));
foreach (var curve in curves)
{
var points = curve.Tessellate();
if (points.Count == 0)
{
continue;
}
if (myElement.Value.Count == 0)
{
myElement.Value.Add(points[0].X / Scale);
myElement.Value.Add(points[0].Y / Scale);
myElement.Value.Add(points[0].Z / Scale);
}
foreach (var p in points.Skip(1))
{
myElement.Value.Add(p.X / Scale);
myElement.Value.Add(p.Y / Scale);
myElement.Value.Add(p.Z / Scale);
}
}
myElement.ResultVertices = new List <double>(myElement.Value);
var vertexCount = myElement.Value.Count / 3;
var coordinateSystem = myStick.GetLocalCoordinateSystem();
if (coordinateSystem != null)
{
myElement.ZAxis = Enumerable.Repeat(new StructuralVectorThree(new double[] { coordinateSystem.BasisZ.X, coordinateSystem.BasisZ.Y, coordinateSystem.BasisZ.Z }), (vertexCount - 1)).ToList();
}
try
{
var offset1 = myStick.GetOffset(AnalyticalElementSelector.StartOrBase);
var offset2 = myStick.GetOffset(AnalyticalElementSelector.EndOrTop);
// TODO: This should be linear interpolation?
var fillerList = Enumerable.Repeat(new StructuralVectorThree(new double[] { 0, 0, 0 }), (vertexCount - 1) * 2 - 2).ToList();
myElement.Offset = new List <StructuralVectorThree>()
{
new StructuralVectorThree(new double[] { offset1.X / Scale, offset1.Y / Scale, offset1.Z / Scale })
}
.Concat(fillerList)
.Concat(new List <StructuralVectorThree>()
{
new StructuralVectorThree(new double[] { offset2.X / Scale, offset2.Y / Scale, offset2.Z / Scale })
}).ToList();
}
catch
{
try
{
var offset = myStick.GetOffset(AnalyticalElementSelector.Whole);
myElement.Offset = Enumerable.Repeat(new StructuralVectorThree(new double[] { offset.X / Scale, offset.Y / Scale, offset.Z / Scale }), (vertexCount - 1) * 2).ToList();
}
catch
{
}
}
if (myStick is AnalyticalModelColumn)
{
StructuralVectorBoolSix endRelease1 = null, endRelease2 = null;
switch (myStick.get_Parameter(BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_TYPE).AsInteger())
{
case 0:
endRelease1 = new StructuralVectorBoolSix(new bool[] { false, false, false, false, false, false });
break;
case 1:
endRelease1 = new StructuralVectorBoolSix(new bool[] { false, false, false, true, true, true });
break;
case 2:
endRelease1 = new StructuralVectorBoolSix(new bool[] { false, false, false, false, true, true });
break;
case 3:
endRelease1 = new StructuralVectorBoolSix(new bool[] {
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_FX).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_FY).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_FZ).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_MX).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_MY).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_BOTTOM_RELEASE_MZ).AsInteger() == 1,
});
break;
}
switch (myStick.get_Parameter(BuiltInParameter.STRUCTURAL_TOP_RELEASE_TYPE).AsInteger())
{
case 0:
endRelease2 = new StructuralVectorBoolSix(new bool[] { false, false, false, false, false, false });
break;
case 1:
endRelease2 = new StructuralVectorBoolSix(new bool[] { false, false, false, true, true, true });
break;
case 2:
endRelease2 = new StructuralVectorBoolSix(new bool[] { false, false, false, false, true, true });
break;
case 3:
endRelease2 = new StructuralVectorBoolSix(new bool[] {
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_TOP_RELEASE_FX).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_TOP_RELEASE_FY).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_TOP_RELEASE_FZ).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_TOP_RELEASE_MX).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_TOP_RELEASE_MY).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_TOP_RELEASE_MZ).AsInteger() == 1,
});
break;
}
var fillerList = Enumerable.Repeat(new StructuralVectorBoolSix(new bool[] { false, false, false, false, false, false }), (vertexCount - 1) * 2 - 2).ToList();
myElement.EndRelease = new List <StructuralVectorBoolSix>()
{
endRelease1
}.Concat(fillerList).Concat(new List <StructuralVectorBoolSix>()
{
endRelease2
}).ToList();
}
else
{
StructuralVectorBoolSix endRelease1 = null, endRelease2 = null;
switch (myStick.get_Parameter(BuiltInParameter.STRUCTURAL_START_RELEASE_TYPE).AsInteger())
{
case 0:
endRelease1 = new StructuralVectorBoolSix(new bool[] { false, false, false, false, false, false });
break;
case 1:
endRelease1 = new StructuralVectorBoolSix(new bool[] { false, false, false, true, true, true });
break;
case 2:
endRelease1 = new StructuralVectorBoolSix(new bool[] { false, false, false, false, true, true });
break;
case 3:
endRelease1 = new StructuralVectorBoolSix(new bool[] {
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_START_RELEASE_FX).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_START_RELEASE_FY).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_START_RELEASE_FZ).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_START_RELEASE_MX).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_START_RELEASE_MY).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_START_RELEASE_MZ).AsInteger() == 1,
});
break;
}
switch (myStick.get_Parameter(BuiltInParameter.STRUCTURAL_END_RELEASE_TYPE).AsInteger())
{
case 0:
endRelease2 = new StructuralVectorBoolSix(new bool[] { false, false, false, false, false, false });
break;
case 1:
endRelease2 = new StructuralVectorBoolSix(new bool[] { false, false, false, true, true, true });
break;
case 2:
endRelease2 = new StructuralVectorBoolSix(new bool[] { false, false, false, false, true, true });
break;
case 3:
endRelease2 = new StructuralVectorBoolSix(new bool[] {
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_END_RELEASE_FX).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_END_RELEASE_FY).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_END_RELEASE_FZ).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_END_RELEASE_MX).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_END_RELEASE_MY).AsInteger() == 1,
myStick.get_Parameter(BuiltInParameter.STRUCTURAL_END_RELEASE_MZ).AsInteger() == 1,
});
break;
}
var fillerList = Enumerable.Repeat(new StructuralVectorBoolSix(new bool[] { false, false, false, false, false, false }), (vertexCount - 1) * 2 - 2).ToList();
myElement.EndRelease = new List <StructuralVectorBoolSix>()
{
endRelease1
}.Concat(fillerList).Concat(new List <StructuralVectorBoolSix>()
{
endRelease2
}).ToList();
}
// Property
try
{
var mySection = new Structural1DProperty
{
Name = Doc.GetElement(myStick.GetElementId()).Name,
ApplicationId = myFamily.Symbol.UniqueId
};
switch (myFamily.Symbol.GetStructuralSection().StructuralSectionGeneralShape)
{
case Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralI:
mySection.Shape = Structural1DPropertyShape.I;
mySection.Hollow = false;
break;
case Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralT:
mySection.Shape = Structural1DPropertyShape.T;
mySection.Hollow = false;
break;
case Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralH:
mySection.Shape = Structural1DPropertyShape.Rectangular;
mySection.Hollow = true;
mySection.Thickness = (double)typeof(Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralH).GetProperty("WallNominalThickness").GetValue(myFamily.Symbol.GetStructuralSection()) / Scale;
break;
case Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralR:
mySection.Shape = Structural1DPropertyShape.Circular;
mySection.Hollow = true;
mySection.Thickness = (double)typeof(Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralR).GetProperty("WallNominalThickness").GetValue(myFamily.Symbol.GetStructuralSection()) / Scale;
mySection.Profile = new SpeckleCircle(
new SpecklePlane(new SpecklePoint(0, 0, 0),
new SpeckleVector(0, 0, 1),
new SpeckleVector(1, 0, 0),
new SpeckleVector(0, 1, 0)),
(double)typeof(Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralR).GetProperty("Diameter").GetValue(myFamily.Symbol.GetStructuralSection()) / 2 / Scale);
break;
case Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralF:
mySection.Shape = Structural1DPropertyShape.Rectangular;
mySection.Hollow = false;
break;
case Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralShape.GeneralS:
mySection.Shape = Structural1DPropertyShape.Circular;
mySection.Profile = new SpeckleCircle(
new SpecklePlane(new SpecklePoint(0, 0, 0),
new SpeckleVector(0, 0, 1),
new SpeckleVector(1, 0, 0),
new SpeckleVector(0, 1, 0)),
(double)typeof(Autodesk.Revit.DB.Structure.StructuralSections.StructuralSectionGeneralR).GetProperty("Diameter").GetValue(myFamily.Symbol.GetStructuralSection()) / 2 / Scale);
mySection.Hollow = false;
break;
default:
mySection.Shape = Structural1DPropertyShape.Generic;
mySection.Hollow = false;
break;
}
// Generate section profile
var profile = myFamily.GetSweptProfile().GetSweptProfile();
if (mySection.Shape != Structural1DPropertyShape.Circular)
{
var myProfile = new SpecklePolyline
{
Value = new List <double>()
};
for (var i = 0; i < profile.Curves.Size; i++)
{
var sectionCurves = SpeckleCore.Converter.Serialise(profile.Curves.get_Item(i));
var sectionCoordinates = new List <double>();
var nextCoordinates = new List <double>();
if (sectionCurves is SpeckleLine)
{
sectionCoordinates = (sectionCurves as SpeckleLine).Value.Select(x => Math.Round(x, 10)).ToList();
if (myProfile.Value.Count == 0)
{
myProfile.Value = sectionCoordinates;
continue;
}
if (myProfile.Value.Skip(myProfile.Value.Count - 3).SequenceEqual(sectionCoordinates.Take(3)))
{
nextCoordinates = sectionCoordinates.Skip(3).ToList();
}
else
{
break;
}
}
else if (sectionCurves is SpeckleArc)
{
if (myProfile.Value.Count == 0)
{
myProfile.Value = (sectionCurves as SpeckleArc).StartPoint.Value.Select(x => Math.Round(x, 10))
.Concat((sectionCurves as SpeckleArc).MidPoint.Value.Select(x => Math.Round(x, 10)))
.Concat((sectionCurves as SpeckleArc).EndPoint.Value.Select(x => Math.Round(x, 10)))
.ToList();
continue;
}
if (myProfile.Value.Skip(myProfile.Value.Count - 3).SequenceEqual((sectionCurves as SpeckleArc).StartPoint.Value.Select(x => Math.Round(x, 10))))
{
nextCoordinates = (sectionCurves as SpeckleArc).EndPoint.Value.Select(x => Math.Round(x, 10)).ToList();
}
else if (myProfile.Value.Skip(myProfile.Value.Count - 3).SequenceEqual((sectionCurves as SpeckleArc).EndPoint.Value.Select(x => Math.Round(x, 10))))
{
nextCoordinates = (sectionCurves as SpeckleArc).StartPoint.Value.Select(x => Math.Round(x, 10)).ToList();
}
else
{
break;
}
}
if (nextCoordinates.SequenceEqual(myProfile.Value.Take(3)))
{
myProfile.Closed = true;
break;
}
else
{
myProfile.Value.AddRange(nextCoordinates);
}
}
myProfile.GenerateHash();
mySection.Profile = myProfile;
}
// Material
try
{
var matType = myFamily.StructuralMaterialType;
var structMat = (Material)Doc.GetElement(myFamily.StructuralMaterialId);
if (structMat == null)
{
structMat = (Material)Doc.GetElement(myFamily.Symbol.get_Parameter(BuiltInParameter.STRUCTURAL_MATERIAL_PARAM).AsElementId());
}
var matAsset = ((PropertySetElement)Doc.GetElement(structMat.StructuralAssetId)).GetStructuralAsset();
SpeckleObject myMaterial = null;
switch (matType)
{
case Autodesk.Revit.DB.Structure.StructuralMaterialType.Concrete:
var concMat = new StructuralMaterialConcrete
{
ApplicationId = Doc.GetElement(myFamily.StructuralMaterialId).UniqueId,
Name = Doc.GetElement(myFamily.StructuralMaterialId).Name,
YoungsModulus = matAsset.YoungModulus.X,
ShearModulus = matAsset.ShearModulus.X,
PoissonsRatio = matAsset.PoissonRatio.X,
Density = matAsset.Density,
CoeffThermalExpansion = matAsset.ThermalExpansionCoefficient.X,
CompressiveStrength = matAsset.ConcreteCompression,
MaxStrain = 0,
AggragateSize = 0
};
myMaterial = concMat;
break;
case Autodesk.Revit.DB.Structure.StructuralMaterialType.Steel:
var steelMat = new StructuralMaterialSteel
{
ApplicationId = Doc.GetElement(myFamily.StructuralMaterialId).UniqueId,
Name = Doc.GetElement(myFamily.StructuralMaterialId).Name,
YoungsModulus = matAsset.YoungModulus.X,
ShearModulus = matAsset.ShearModulus.X,
PoissonsRatio = matAsset.PoissonRatio.X,
Density = matAsset.Density,
CoeffThermalExpansion = matAsset.ThermalExpansionCoefficient.X,
YieldStrength = matAsset.MinimumYieldStress,
UltimateStrength = matAsset.MinimumTensileStrength,
MaxStrain = 0
};
myMaterial = steelMat;
break;
default:
var defMat = new StructuralMaterialSteel
{
ApplicationId = Doc.GetElement(myFamily.StructuralMaterialId).UniqueId,
Name = Doc.GetElement(myFamily.StructuralMaterialId).Name
};
myMaterial = defMat;
break;
}
myMaterial.GenerateHash();
mySection.MaterialRef = (myMaterial as SpeckleObject).ApplicationId;
returnObjects.Add(myMaterial);
}
catch { }
mySection.GenerateHash();
myElement.PropertyRef = mySection.ApplicationId;
returnObjects.Add(mySection);
}
catch { }
myElement.GenerateHash();
myElement.ApplicationId = myStick.UniqueId;
returnObjects.Add(myElement);
return(returnObjects);
}