public Property1D Property1DToSpeckle(string name)
{
var speckleStructProperty1D = new Property1D();
speckleStructProperty1D.name = name;
string materialProp = null;
Model.PropFrame.GetMaterial(name, ref materialProp);
speckleStructProperty1D.material = MaterialToSpeckle(materialProp);
speckleStructProperty1D.profile = SectionToSpeckle(name);
return(speckleStructProperty1D);
}
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 object Property1DToNative(Property1D property1D)
{
int numbMaterial = 0;
string[] materials = null;
Model.PropFrame.GetNameList(ref numbMaterial, ref materials);
if (property1D.material != null)
{
if (!materials.Contains(property1D.material.name))
{
MaterialToNative(property1D.material);
}
}
else
{
Material material = new Material("default", Structural.MaterialType.Steel, "Grade 50", "United States", "ASTM A992");
property1D.material = material;
MaterialToNative(property1D.material);
}
var catalogue = new Catalogue();
if (property1D.profile.GetType().Equals(catalogue.GetType()))
{
Catalogue sectionProfile = (Catalogue)property1D.profile;
switch (sectionProfile.catalogueName)
{
case "CA":
sectionProfile.catalogueName = "CISC10";
break;
}
Model.PropFrame.ImportProp(property1D.name, property1D.material.name, sectionProfile.catalogueName + ".xml", sectionProfile.sectionName.ToUpper());
return(property1D.name);
}
var rectangle = new Rectangular();
if (property1D.profile.GetType().Equals(rectangle.GetType()))
{
if (property1D.material.materialType == Structural.MaterialType.Concrete)
{
Rectangular sectionProfile = (Rectangular)property1D.profile;
Model.PropFrame.SetRectangle(property1D.name, property1D.material.name, sectionProfile.depth, sectionProfile.width);
return(property1D.name);
}
else
{
Rectangular sectionProfile = (Rectangular)property1D.profile;
Model.PropFrame.SetTube(property1D.name, property1D.material.name, sectionProfile.depth, sectionProfile.width, sectionProfile.flangeThickness, sectionProfile.webThickness);
return(property1D.name);
}
}
var circular = new Circular();
if (property1D.profile.GetType().Equals(circular.GetType()))
{
if (property1D.material.materialType == Structural.MaterialType.Concrete)
{
Circular sectionProfile = (Circular)property1D.profile;
Model.PropFrame.SetCircle(property1D.name, property1D.material.name, sectionProfile.radius * 2);
return(property1D.name);
}
else
{
Circular sectionProfile = (Circular)property1D.profile;
Model.PropFrame.SetPipe(property1D.name, property1D.material.name, sectionProfile.radius * 2, sectionProfile.wallThickness);
return(property1D.name);
}
}
var T = new Tee();
if (property1D.profile.GetType().Equals(T.GetType()))
{
Tee sectionProfile = (Tee)property1D.profile;
Model.PropFrame.SetConcreteTee(property1D.name, property1D.material.name, sectionProfile.depth, sectionProfile.width, sectionProfile.flangeThickness, sectionProfile.webThickness, sectionProfile.webThickness, false);
return(property1D.name);
}
var I = new ISection();
if (property1D.profile.GetType().Equals(I.GetType()))
{
ISection sectionProfile = (ISection)property1D.profile;
Model.PropFrame.SetISection(property1D.name, property1D.material.name, sectionProfile.depth, sectionProfile.width, sectionProfile.flangeThickness, sectionProfile.webThickness, sectionProfile.width, sectionProfile.flangeThickness);
return(property1D.name);
}
var Channel = new Channel();
if (property1D.profile.GetType().Equals(Channel.GetType()))
{
Channel sectionProfile = (Channel)property1D.profile;
Model.PropFrame.SetChannel(property1D.name, property1D.material.name, sectionProfile.depth, sectionProfile.width, sectionProfile.flangeThickness, sectionProfile.webThickness);
return(property1D.name);
}
var Angle = new Angle();
if (property1D.profile.GetType().Equals(Channel.GetType()))
{
Angle sectionProfile = (Angle)property1D.profile;
Model.PropFrame.SetAngle(property1D.name, property1D.material.name, sectionProfile.depth, sectionProfile.width, sectionProfile.flangeThickness, sectionProfile.webThickness);
return(property1D.name);
}
return(null);
}
