private List <ForceType> GetForceTypes(Autodesk.Revit.DB.CodeChecking.ServiceData data, IEnumerable <ElementId> elementsIds)
{
List <ForceType> forceTypes = new List <ForceType>();
foreach (ElementId elementId in elementsIds)
{
Tuple <Label, CalculationParameter, BuiltInCategory, Element> elementsInternalData = GetElementInternalData(data, elementId);
BuiltInCategory category = elementsInternalData.Item3;
Label ccLabel = elementsInternalData.Item1;
switch (category)
{
default:
break;
case Autodesk.Revit.DB.BuiltInCategory.OST_ColumnAnalytical:
{
LabelColumn label = ReadElementLabel(category, ccLabel.Material, ccLabel, data) as LabelColumn;
if (label != null)
{
forceTypes = label.EnabledInternalForces.Select(s => s.GetForceType()).ToList();
}
break;
}
case Autodesk.Revit.DB.BuiltInCategory.OST_BeamAnalytical:
{
LabelBeam label = ReadElementLabel(category, ccLabel.Material, ccLabel, data) as LabelBeam;
if (label != null)
{
forceTypes = label.EnabledInternalForces.Select(s => s.GetForceType()).ToList();
}
break;
}
}
}
return(forceTypes);
}
public override Entity GetDefaultLabel(Autodesk.Revit.DB.Document document, StructuralAssetClass material, BuiltInCategory category)
{
switch (material)
{
case StructuralAssetClass.Concrete:
switch (category)
{
default:
break;
case Autodesk.Revit.DB.BuiltInCategory.OST_ColumnAnalytical:
{
IList <ElementId> materials = RebarUtility.GetListMaterialOfRebars(document);
if (materials.Count > 0)
{
IList <ElementId> barsIds = RebarUtility.GetListRebarForMaterial(document, materials[0]);
if (barsIds.Count > 0)
{
LabelColumn label = new LabelColumn();
label.LongitudinalReinforcement.Material = document.GetElement(materials[0]) as Material;
label.LongitudinalReinforcement.RebarBarType = RebarUtility.GetRebarType(document, barsIds[0]);
label.TransversalReinforcement.Material = label.LongitudinalReinforcement.Material;
label.TransversalReinforcement.RebarBarType = label.LongitudinalReinforcement.RebarBarType;
return(label.GetEntity());
}
}
}
break;
case Autodesk.Revit.DB.BuiltInCategory.OST_BeamAnalytical:
{
IList <ElementId> materials = RebarUtility.GetListMaterialOfRebars(document);
if (materials.Count > 0)
{
IList <ElementId> barsIds = RebarUtility.GetListRebarForMaterial(document, materials[0]);
if (barsIds.Count > 0)
{
LabelBeam label = new LabelBeam();
label.LongitudinalReinforcement.Material = document.GetElement(materials[0]) as Material;
label.LongitudinalReinforcement.RebarBarType = RebarUtility.GetRebarType(document, barsIds[0]);
label.TransversalReinforcement.Material = label.LongitudinalReinforcement.Material;
label.TransversalReinforcement.RebarBarType = label.LongitudinalReinforcement.RebarBarType;
return(label.GetEntity());
}
}
}
break;
/// <structural_toolkit_2015>
case Autodesk.Revit.DB.BuiltInCategory.OST_FloorAnalytical:
case Autodesk.Revit.DB.BuiltInCategory.OST_FoundationSlabAnalytical:
{
IList <ElementId> materials = RebarUtility.GetListMaterialOfRebars(document);
if (materials.Count > 0)
{
IList <ElementId> barsIds = RebarUtility.GetListRebarForMaterial(document, materials[0]);
if (barsIds.Count > 0)
{
LabelFloor label = new LabelFloor();
label.PrimaryReinforcement.Material = document.GetElement(materials[0]) as Material;
label.PrimaryReinforcement.RebarBarType = RebarUtility.GetRebarType(document, barsIds[0]);
label.SecondaryReinforcement.Material = document.GetElement(materials[0]) as Material;
label.SecondaryReinforcement.RebarBarType = RebarUtility.GetRebarType(document, barsIds[0]);
return(label.GetEntity());
}
}
}
break;
case Autodesk.Revit.DB.BuiltInCategory.OST_WallAnalytical:
{
IList <ElementId> materials = RebarUtility.GetListMaterialOfRebars(document);
if (materials.Count > 0)
{
IList <ElementId> barsIds = RebarUtility.GetListRebarForMaterial(document, materials[0]);
if (barsIds.Count > 0)
{
LabelWall label = new LabelWall();
label.VerticalReinforcement.Material = document.GetElement(materials[0]) as Material;
label.VerticalReinforcement.RebarBarType = RebarUtility.GetRebarType(document, barsIds[0]);
label.HorizontalReinforcement.Material = document.GetElement(materials[0]) as Material;
label.HorizontalReinforcement.RebarBarType = RebarUtility.GetRebarType(document, barsIds[0]);
return(label.GetEntity());
}
}
}
break;
/// </structural_toolkit_2015>
}
break;
}
return(base.GetDefaultLabel(document, material, category));
}
/// <summary>
/// Gets the document body for label.
/// </summary>
/// <param name="label">label.</param>
/// <param name="document">document.</param>
/// <returns>
/// The body of the document.
/// </returns>
public override DocumentBody BuildLabelDocumentBody(Entity label, Autodesk.Revit.DB.Document document)
{
switch (label.Schema.SchemaName)
{
default:
return(base.BuildLabelDocumentBody(label, document));
case "LabelColumn":
{
DocumentBody body = new DocumentBody();
LabelColumn labelColumn = new LabelColumn();
labelColumn.SetProperties(label, document);
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("CalculationOptions"), 4));
if (labelColumn.EnabledInternalForces.Count > 0)
{
body.Elements.Add(new DocumentText(Resources.ResourceManager.GetString("EnabledInternalForces") + ":", true));
if (labelColumn.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FX))
{
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("ColumnFX_Note"), true));
}
if (labelColumn.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FY))
{
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("ColumnFY_Note"), true));
}
if (labelColumn.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FZ))
{
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("ColumnFZ_Note"), true));
}
if (labelColumn.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.MX))
{
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("ColumnMX_Note"), true));
}
if (labelColumn.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.MY))
{
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("ColumnMY_Note"), true));
}
if (labelColumn.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.MZ))
{
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("ColumnMZ_Note"), true));
}
}
body.Elements.Add(DocumentElement.GetDocumentElement("CreepCoefficient", labelColumn, this, document));
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("Buckling"), 4));
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("BucklingDirectionY"), 5));
if (labelColumn.BucklingDirectionY)
{
body.Elements.Add(DocumentElement.GetDocumentElement("LengthCoefficientY", labelColumn, this, document));
body.Elements.Add(DocumentElement.GetDocumentElement("ColumnStructureTypeY", labelColumn, this, document));
}
else
{
body.Elements.Add(new DocumentText(Resources.ResourceManager.GetString("NotTakenIntoConsideration"), true));
}
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("BucklingDirectionZ"), 5));
if (labelColumn.BucklingDirectionZ)
{
body.Elements.Add(DocumentElement.GetDocumentElement("LengthCoefficientZ", labelColumn, this, document));
body.Elements.Add(DocumentElement.GetDocumentElement("ColumnStructureTypeZ", labelColumn, this, document));
}
else
{
body.Elements.Add(new DocumentText(Resources.ResourceManager.GetString("NotTakenIntoConsideration"), true));
}
// longitudinal
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("LongitudinalReinforcement"), 4));
if (labelColumn.LongitudinalReinforcement.Material != null)
{
StructuralAsset assL = Autodesk.Revit.DB.CodeChecking.Engineering.Concrete.RebarUtility.GetMaterialStructuralAsset(labelColumn.LongitudinalReinforcement.Material);
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), assL.Name));
}
else
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), ""));
}
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("MinimumYieldStress"), labelColumn.LongitudinalReinforcement.MinimumYieldStress, UnitsConverter.GetInternalUnit(UnitType.UT_Stress), UnitType.UT_Stress, document.GetUnits()));
if (labelColumn.LongitudinalReinforcement.RebarBarType != null)
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), labelColumn.LongitudinalReinforcement.RebarBarType.Name));
}
else
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), ""));
}
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("DeformationType"), labelColumn.LongitudinalReinforcement.DeformationType.ToString()));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("BarDiameter"), labelColumn.LongitudinalReinforcement.BarDiameter, UnitsConverter.GetInternalUnit(UnitType.UT_Bar_Diameter), UnitType.UT_Bar_Diameter, document.GetUnits()));
// transverse
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("TransversalReinforcement"), 4));
if (labelColumn.TransversalReinforcement.Material != null)
{
StructuralAsset assL = Autodesk.Revit.DB.CodeChecking.Engineering.Concrete.RebarUtility.GetMaterialStructuralAsset(labelColumn.TransversalReinforcement.Material);
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), assL.Name));
}
else
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), ""));
}
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("MinimumYieldStress"), labelColumn.TransversalReinforcement.MinimumYieldStress, UnitsConverter.GetInternalUnit(UnitType.UT_Stress), UnitType.UT_Stress, document.GetUnits()));
if (labelColumn.TransversalReinforcement.RebarBarType != null)
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), labelColumn.TransversalReinforcement.RebarBarType.Name));
}
else
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), ""));
}
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("DeformationType"), labelColumn.TransversalReinforcement.DeformationType.ToString()));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("BarDiameter"), labelColumn.TransversalReinforcement.BarDiameter, UnitsConverter.GetInternalUnit(UnitType.UT_Bar_Diameter), UnitType.UT_Bar_Diameter, document.GetUnits()));
return(body);
}
case "LabelBeam":
{
DocumentBody body = new DocumentBody();
LabelBeam labelBeam = new LabelBeam();
labelBeam.SetProperties(label, document);
body.Elements.Add(new DocumentLineBreak(1));
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("CalculationOptions"), 4));
if (labelBeam.EnabledInternalForces.Count > 0)
{
body.Elements.Add(new DocumentText(Resources.ResourceManager.GetString("EnabledInternalForces") + ":", true));
if (labelBeam.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FX))
{
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("BeamFX_Note"), true));
}
if (labelBeam.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FY))
{
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("BeamFY_Note"), true));
}
if (labelBeam.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FZ))
{
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("BeamFZ_Note"), true));
}
if (labelBeam.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.MX))
{
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("BeamMX_Note"), true));
}
if (labelBeam.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.MY))
{
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("BeamMY_Note"), true));
}
if (labelBeam.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.MZ))
{
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("BeamMZ_Note"), true));
}
}
body.Elements.Add(DocumentElement.GetDocumentElement("CreepCoefficient", labelBeam, this, document));
string interaction = Resources.ResourceManager.GetString("No");
if (labelBeam.SlabBeamInteraction == ConcreteTypes.BeamSectionType.WithSlabBeamInteraction)
{
interaction = Resources.ResourceManager.GetString("Yes");
}
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("SlabBeamInteraction"), interaction));
// longitudinal
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("LongitudinalReinforcement"), 4));
if (labelBeam.LongitudinalReinforcement.Material != null)
{
StructuralAsset assL = Autodesk.Revit.DB.CodeChecking.Engineering.Concrete.RebarUtility.GetMaterialStructuralAsset(labelBeam.LongitudinalReinforcement.Material);
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), assL.Name));
}
else
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), ""));
}
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("MinimumYieldStress"), labelBeam.LongitudinalReinforcement.MinimumYieldStress, UnitsConverter.GetInternalUnit(UnitType.UT_Stress), UnitType.UT_Stress, document.GetUnits()));
if (labelBeam.LongitudinalReinforcement.RebarBarType != null)
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), labelBeam.LongitudinalReinforcement.RebarBarType.Name));
}
else
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), ""));
}
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("DeformationType"), labelBeam.LongitudinalReinforcement.DeformationType.ToString()));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("BarDiameter"), labelBeam.LongitudinalReinforcement.BarDiameter, UnitsConverter.GetInternalUnit(UnitType.UT_Bar_Diameter), UnitType.UT_Bar_Diameter, document.GetUnits()));
// transverse
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("TransversalReinforcement"), 4));
if (labelBeam.TransversalReinforcement.Material != null)
{
StructuralAsset assL = Autodesk.Revit.DB.CodeChecking.Engineering.Concrete.RebarUtility.GetMaterialStructuralAsset(labelBeam.TransversalReinforcement.Material);
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), assL.Name));
}
else
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), ""));
}
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("MinimumYieldStress"), labelBeam.TransversalReinforcement.MinimumYieldStress, UnitsConverter.GetInternalUnit(UnitType.UT_Stress), UnitType.UT_Stress, document.GetUnits()));
if (labelBeam.TransversalReinforcement.RebarBarType != null)
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), labelBeam.TransversalReinforcement.RebarBarType.Name));
}
else
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), ""));
}
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("DeformationType"), labelBeam.TransversalReinforcement.DeformationType.ToString()));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("BarDiameter"), labelBeam.TransversalReinforcement.BarDiameter, UnitsConverter.GetInternalUnit(UnitType.UT_Bar_Diameter), UnitType.UT_Bar_Diameter, document.GetUnits()));
return(body);
}
/// <structural_toolkit_2015>
case "LabelFloor":
{
DocumentBody body = new DocumentBody();
LabelFloor LabelFloor = new LabelFloor();
LabelFloor.SetProperties(label, document);
body.Elements.Add(new DocumentLineBreak(1));
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("CalculationOptions"), 4));
if (LabelFloor.EnabledInternalForces.Count > 0)
{
body.Elements.Add(new DocumentText(Resources.ResourceManager.GetString("EnabledInternalForces") + ":", true));
if (LabelFloor.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FX))
{
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("FloorF_Note"), true));
}
if (LabelFloor.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FZ))
{
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("FloorQ_Note"), true));
}
if (LabelFloor.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.MY))
{
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("FloorM_Note"), true));
}
}
body.Elements.Add(DocumentElement.GetDocumentElement("CreepCoefficient", LabelFloor, this, document));
// Primary
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("PrimaryReinforcement"), 4));
if (LabelFloor.PrimaryReinforcement.Material != null)
{
StructuralAsset assL = Autodesk.Revit.DB.CodeChecking.Engineering.Concrete.RebarUtility.GetMaterialStructuralAsset(LabelFloor.PrimaryReinforcement.Material);
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), assL.Name));
}
else
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), ""));
}
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("MinimumYieldStress"), LabelFloor.PrimaryReinforcement.MinimumYieldStress, UnitsConverter.GetInternalUnit(UnitType.UT_Stress), UnitType.UT_Stress, document.GetUnits()));
if (LabelFloor.PrimaryReinforcement.RebarBarType != null)
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), LabelFloor.PrimaryReinforcement.RebarBarType.Name));
}
else
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), ""));
}
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("DeformationType"), LabelFloor.PrimaryReinforcement.DeformationType.ToString()));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("BarDiameter"), LabelFloor.PrimaryReinforcement.BarDiameter, UnitsConverter.GetInternalUnit(UnitType.UT_Bar_Diameter), UnitType.UT_Bar_Diameter, document.GetUnits()));
// Secondary
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("SecondaryReinforcement"), 4));
if (LabelFloor.SecondaryReinforcement.Material != null)
{
StructuralAsset assL = Autodesk.Revit.DB.CodeChecking.Engineering.Concrete.RebarUtility.GetMaterialStructuralAsset(LabelFloor.SecondaryReinforcement.Material);
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), assL.Name));
}
else
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), ""));
}
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("MinimumYieldStress"), LabelFloor.SecondaryReinforcement.MinimumYieldStress, UnitsConverter.GetInternalUnit(UnitType.UT_Stress), UnitType.UT_Stress, document.GetUnits()));
if (LabelFloor.SecondaryReinforcement.RebarBarType != null)
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), LabelFloor.SecondaryReinforcement.RebarBarType.Name));
}
else
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), ""));
}
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("DeformationType"), LabelFloor.SecondaryReinforcement.DeformationType.ToString()));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("BarDiameter"), LabelFloor.SecondaryReinforcement.BarDiameter, UnitsConverter.GetInternalUnit(UnitType.UT_Bar_Diameter), UnitType.UT_Bar_Diameter, document.GetUnits()));
return(body);
}
case "LabelWall":
{
DocumentBody body = new DocumentBody();
LabelWall LabelWall = new LabelWall();
LabelWall.SetProperties(label, document);
body.Elements.Add(new DocumentLineBreak(1));
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("CalculationOptions"), 4));
if (LabelWall.EnabledInternalForces.Count > 0)
{
body.Elements.Add(new DocumentText(Resources.ResourceManager.GetString("EnabledInternalForces") + ":", true));
if (LabelWall.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FX))
{
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("WallF_Note"), true));
}
if (LabelWall.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FZ))
{
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("WallQ_Note"), true));
}
if (LabelWall.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.MX))
{
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("WallM_Note"), true));
}
}
body.Elements.Add(DocumentElement.GetDocumentElement("CreepCoefficient", LabelWall, this, document));
// Vertical
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("VerticalReinforcement"), 4));
if (LabelWall.VerticalReinforcement.Material != null)
{
StructuralAsset assL = Autodesk.Revit.DB.CodeChecking.Engineering.Concrete.RebarUtility.GetMaterialStructuralAsset(LabelWall.VerticalReinforcement.Material);
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), assL.Name));
}
else
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), ""));
}
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("MinimumYieldStress"), LabelWall.VerticalReinforcement.MinimumYieldStress, UnitsConverter.GetInternalUnit(UnitType.UT_Stress), UnitType.UT_Stress, document.GetUnits()));
if (LabelWall.VerticalReinforcement.RebarBarType != null)
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), LabelWall.VerticalReinforcement.RebarBarType.Name));
}
else
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), ""));
}
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("DeformationType"), LabelWall.VerticalReinforcement.DeformationType.ToString()));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("BarDiameter"), LabelWall.VerticalReinforcement.BarDiameter, UnitsConverter.GetInternalUnit(UnitType.UT_Bar_Diameter), UnitType.UT_Bar_Diameter, document.GetUnits()));
// Horizontal
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("HorizontalReinforcement"), 4));
if (LabelWall.HorizontalReinforcement.Material != null)
{
StructuralAsset assL = Autodesk.Revit.DB.CodeChecking.Engineering.Concrete.RebarUtility.GetMaterialStructuralAsset(LabelWall.HorizontalReinforcement.Material);
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), assL.Name));
}
else
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), ""));
}
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("MinimumYieldStress"), LabelWall.HorizontalReinforcement.MinimumYieldStress, UnitsConverter.GetInternalUnit(UnitType.UT_Stress), UnitType.UT_Stress, document.GetUnits()));
if (LabelWall.HorizontalReinforcement.RebarBarType != null)
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), LabelWall.HorizontalReinforcement.RebarBarType.Name));
}
else
{
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), ""));
}
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("DeformationType"), LabelWall.HorizontalReinforcement.DeformationType.ToString()));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("BarDiameter"), LabelWall.HorizontalReinforcement.BarDiameter, UnitsConverter.GetInternalUnit(UnitType.UT_Bar_Diameter), UnitType.UT_Bar_Diameter, document.GetUnits()));
return(body);
}
/// </structural_toolkit_2015>
}
}
/// <summary>
/// Gives possibility to read data from Revit data base and puts them into user element's objects and into user section's objects and into user common parameters.
/// </summary>
/// <param name="listElementData">List of user element objects.</param>
/// <param name="parameters">User common parameters.</param>
/// <param name="data">Acces to cref="ServiceData".</param>
public void ReadFromRevitDB(List <ObjectDataBase> listElementData, CommonParametersBase parameters, Autodesk.Revit.DB.CodeChecking.ServiceData data)
{
// read additional information from Revit data and store them in user objects derived from ElementDataBase and listed in listElementData
Autodesk.Revit.DB.CodeChecking.NotificationService.ProgressStart(Resources.ResourceManager.GetString("ReadingGeometry"), listElementData.Count);
ElementAnalyser elementAnalyser = new ElementAnalyser(GetInputDataUnitSystem());
int step = 0;
foreach (ObjectDataBase elemData in listElementData)
{
Element element = data.Document.GetElement(elemData.ElementId);
if (element != null)
{
switch (elemData.Category)
{
default:
break;
case Autodesk.Revit.DB.BuiltInCategory.OST_ColumnAnalytical:
{
ColumnElement elem = elemData as ColumnElement;
if (elem != null && !elem.Status.IsError())
{
elem.Info = elementAnalyser.Analyse(element);
if (elem.Info.Material.Characteristics.YoungModulus.X < Double.Epsilon)
{
elem.Status.AddError(Resources.ResourceManager.GetString("ErrYoungModulus"));
}
MaterialConcreteCharacteristics concrete = (MaterialConcreteCharacteristics)elem.Info.Material.Characteristics.Specific;
if (concrete == null || concrete.Compression < Double.Epsilon)
{
elem.Status.AddError(Resources.ResourceManager.GetString("ErrConcreteCompression"));
}
foreach (SectionDataBase sectionDataBase in elem.ListSectionData)
{
ColumnSection sec = sectionDataBase as ColumnSection;
if (sec != null)
{
sec.Info = elem.Info;
}
}
}
break;
}
case Autodesk.Revit.DB.BuiltInCategory.OST_BeamAnalytical:
{
BeamElement elem = elemData as BeamElement;
if (elem != null && !elem.Status.IsError())
{
elementAnalyser.TSectionAnalysis = false;
LabelBeam labelBeam = elem.Label as LabelBeam;
if (labelBeam != null)
{
elementAnalyser.TSectionAnalysis = labelBeam.SlabBeamInteraction == BeamSectionType.WithSlabBeamInteraction;
}
elem.Info = elementAnalyser.Analyse(element);
if (elem.Info.Material.Characteristics.YoungModulus.X < Double.Epsilon)
{
elem.Status.AddError(Resources.ResourceManager.GetString("ErrYoungModulus"));
}
MaterialConcreteCharacteristics concrete = (MaterialConcreteCharacteristics)elem.Info.Material.Characteristics.Specific;
if (concrete == null || concrete.Compression < Double.Epsilon)
{
elem.Status.AddError(Resources.ResourceManager.GetString("ErrConcreteCompression"));
}
foreach (SectionDataBase sectionDataBase in elem.ListSectionData)
{
BeamSection sec = sectionDataBase as BeamSection;
if (sec != null)
{
sec.Info = elem.Info;
}
}
}
break;
}
}
}
Autodesk.Revit.DB.CodeChecking.NotificationService.ProgressStep(string.Format("{0:d}%", ++step * 100 / listElementData.Count));
if (NotificationService.ProgressBreakInvoked())
{
break;
}
}
}
/// <summary>
/// Verify parameters of user element label.
/// </summary>
/// <param name="category">Category of the element.</param>
/// <param name="material">Material of the element.</param>
/// <param name="label">Element label."</param>
/// <param name="status">Reference to element's status".</param>
public void VerifyElementLabel(Autodesk.Revit.DB.BuiltInCategory category, StructuralAssetClass material, Autodesk.Revit.DB.ExtensibleStorage.Framework.SchemaClass label,
ref Autodesk.Revit.DB.CodeChecking.Storage.ResultStatus status)
{
if (label != null)
{
switch (material)
{
case StructuralAssetClass.Concrete:
switch (category)
{
default:
break;
case Autodesk.Revit.DB.BuiltInCategory.OST_ColumnAnalytical:
{
LabelColumn labelCol = label as LabelColumn;
if (labelCol != null)
{
if (labelCol.EnabledInternalForces.Count == 0)
{
status.AddError(Resources.ResourceManager.GetString("ErrNoChosenInternalForces"));
}
List <string> errors = VerifySteel(labelCol.LongitudinalReinforcement, true);
foreach (string s in errors)
{
status.AddError(s);
}
errors = VerifySteel(labelCol.TransversalReinforcement, false);
foreach (string s in errors)
{
status.AddError(s);
}
}
}
break;
case Autodesk.Revit.DB.BuiltInCategory.OST_BeamAnalytical:
{
LabelBeam labelBm = label as LabelBeam;
if (labelBm != null)
{
if (labelBm.EnabledInternalForces.Count == 0)
{
status.AddError(Resources.ResourceManager.GetString("ErrNoChosenInternalForces"));
}
List <string> errors = VerifySteel(labelBm.LongitudinalReinforcement, true);
foreach (string s in errors)
{
status.AddError(s);
}
errors = VerifySteel(labelBm.TransversalReinforcement, false);
foreach (string s in errors)
{
status.AddError(s);
}
}
}
break;
}
break;
case StructuralAssetClass.Metal:
break;
}
}
}
/// <summary>
/// Runs calculation\operations for cref="BeamSection" and cref="ColumnSection".
/// </summary>
/// <param name="obj">cref="BeamSection" object or cref="ColumnSection" object.</param>
/// <returns>Result of calculation.</returns>
public bool Run(ObjectDataBase obj)
{
SectionDataBase sectionData = obj as SectionDataBase;
if (obj != null)
{
CommonParameters commParams = Parameters as CommonParameters;
ForceResultsCache cache = null;
if (commParams != null)
{
cache = commParams.ResultCache;
}
Section sec = null;
switch (sectionData.Category)
{
default:
break;
case Autodesk.Revit.DB.BuiltInCategory.OST_ColumnAnalytical:
if (sectionData is ColumnSection)
{
ColumnSection section = sectionData as ColumnSection;
if (section.Info != null)
{
SectionsInfo secInfo = section.Info.Sections.AtTheBeg;
if (secInfo.Sections.Count > 0)
{
sec = secInfo.Sections[0];
}
}
}
break;
case Autodesk.Revit.DB.BuiltInCategory.OST_BeamAnalytical:
if (sectionData is BeamSection && sectionData.Label is LabelBeam)
{
BeamSection section = sectionData as BeamSection;
LabelBeam label = sectionData.Label as LabelBeam;
if (section.Info != null)
{
SectionsInfo secInfo = section.Info.Sections.AtTheBeg;
if (secInfo.Sections.Count > 0)
{
sec = secInfo.Sections[0];
if (label.SlabBeamInteraction == ConcreteTypes.BeamSectionType.WithSlabBeamInteraction && section.Info.Slabs != null && section.Info.Slabs.TSection != null)
{
int nbrPoints = (sec.Contour != null && sec.Contour.Points != null) ? sec.Contour.Points.Count : 0;
double relativeX = (section.CalcPoint as CalcPointLinear).CoordRelative;
double maxFlangeWidth = 0.5 * section.Info.SectionsParams.AtThePoint(relativeX).Dimensions.h;
sec = section.Info.Slabs.TSection.GetContour(relativeX, maxFlangeWidth, maxFlangeWidth);
if (sec.Contour.Points.Count != nbrPoints)
{
section.IsTSection = true;
section.DesignInfo.Add(Resources.ResourceManager.GetString("SlabBeamInteraction"));
}
}
}
}
}
break;
}
switch (sectionData.Category)
{
default:
break;
case Autodesk.Revit.DB.BuiltInCategory.OST_ColumnAnalytical:
case Autodesk.Revit.DB.BuiltInCategory.OST_BeamAnalytical:
if (sectionData is LinearSection)
{
LinearSection section = sectionData as LinearSection;
if (sec != null && sec.Contour != null)
{
foreach (Autodesk.Revit.DB.XYZ p in sec.Contour.Points)
{
section.Geometry.Add(p.X, p.Y);
}
Autodesk.Revit.DB.XYZ pmin = sec.GetMinimumBoundary();
Autodesk.Revit.DB.XYZ pmax = sec.GetMaximumBoundary();
section.Width = Math.Abs(pmin.X - pmax.X);
section.Height = Math.Abs(pmin.Y - pmax.Y);
}
if (cache != null)
{
IList <ForceLoadCaseDescriptor> loadCaseDescriptors = cache.GetLoadCaseDescriptors();
List <double> vFx = cache.GetForceForPoint(sectionData.ElementId, loadCaseDescriptors, sectionData.CalcPoint, ForceType.Fx);
List <double> vFy = cache.GetForceForPoint(sectionData.ElementId, loadCaseDescriptors, sectionData.CalcPoint, ForceType.Fy);
List <double> vFz = cache.GetForceForPoint(sectionData.ElementId, loadCaseDescriptors, sectionData.CalcPoint, ForceType.Fz);
List <double> vMx = cache.GetForceForPoint(sectionData.ElementId, loadCaseDescriptors, sectionData.CalcPoint, ForceType.Mx);
List <double> vMy = cache.GetForceForPoint(sectionData.ElementId, loadCaseDescriptors, sectionData.CalcPoint, ForceType.My);
List <double> vMz = cache.GetForceForPoint(sectionData.ElementId, loadCaseDescriptors, sectionData.CalcPoint, ForceType.Mz);
List <double> vUx = cache.GetForceForPoint(sectionData.ElementId, loadCaseDescriptors, sectionData.CalcPoint, ForceType.Ux);
List <double> vUy = cache.GetForceForPoint(sectionData.ElementId, loadCaseDescriptors, sectionData.CalcPoint, ForceType.Uy);
List <double> vUz = cache.GetForceForPoint(sectionData.ElementId, loadCaseDescriptors, sectionData.CalcPoint, ForceType.Uz);
int i = -1;
foreach (ForceLoadCaseDescriptor cas in loadCaseDescriptors)
{
i++;
InternalForcesLinear linForces = new InternalForcesLinear();
InternalForcesContainer forces = new InternalForcesContainer();
forces.CaseName = cas.Name;
forces.LimitState = cas.State;
forces.ForceFx = vFx.Count == 0 ? 0.0 : vFx[i];
forces.ForceFy = vFy.Count == 0 ? 0.0 : vFy[i];
forces.ForceFz = vFz.Count == 0 ? 0.0 : vFz[i];
forces.MomentMx = vMx.Count == 0 ? 0.0 : vMx[i];
forces.MomentMy = vMy.Count == 0 ? 0.0 : vMy[i];
forces.MomentMz = vMz.Count == 0 ? 0.0 : vMz[i];
forces.DeflectionUx = vUx.Count == 0 ? 0.0 : vUx[i];
forces.DeflectionUy = vUy.Count == 0 ? 0.0 : vUy[i];
forces.DeflectionUz = vUz.Count == 0 ? 0.0 : vUz[i];
linForces.Forces = forces;
section.ListInternalForces.Add(linForces);
}
}
}
break;
}
}
return(true);
}
private List <ForceType> GetForceTypes(Autodesk.Revit.DB.CodeChecking.ServiceData data, IEnumerable <ElementId> elementsIds)
{
List <ForceType> forceTypes = new List <ForceType>();
foreach (ElementId elementId in elementsIds)
{
Tuple <Label, CalculationParameter, BuiltInCategory, Element> elementsInternalData = GetElementInternalData(data, elementId);
BuiltInCategory category = elementsInternalData.Item3;
Label ccLabel = elementsInternalData.Item1;
switch (category)
{
default:
break;
case Autodesk.Revit.DB.BuiltInCategory.OST_ColumnAnalytical:
{
LabelColumn label = ReadElementLabel(category, ccLabel.Material, ccLabel, data) as LabelColumn;
if (label != null)
{
forceTypes = label.EnabledInternalForces.Select(s => s.GetForceType()).ToList();
}
break;
}
case Autodesk.Revit.DB.BuiltInCategory.OST_BeamAnalytical:
{
LabelBeam label = ReadElementLabel(category, ccLabel.Material, ccLabel, data) as LabelBeam;
if (label != null)
{
forceTypes = label.EnabledInternalForces.Select(s => s.GetForceType()).ToList();
}
break;
}
/// <structural_toolkit_2015>
case Autodesk.Revit.DB.BuiltInCategory.OST_FloorAnalytical:
case Autodesk.Revit.DB.BuiltInCategory.OST_FoundationSlabAnalytical:
{
LabelFloor label = ReadElementLabel(category, ccLabel.Material, ccLabel, data) as LabelFloor;
if (label != null)
{
if (label.EnabledInternalForces.Contains(EnabledInternalForces.MY))
{
forceTypes.Add(ForceType.Mxx);
forceTypes.Add(ForceType.Myy);
}
if (label.EnabledInternalForces.Contains(EnabledInternalForces.FX))
{
forceTypes.Add(ForceType.Fyy);
forceTypes.Add(ForceType.Fxx);
}
}
break;
}
case Autodesk.Revit.DB.BuiltInCategory.OST_WallAnalytical:
{
LabelWall label = ReadElementLabel(category, ccLabel.Material, ccLabel, data) as LabelWall;
if (label != null)
{
if (label.EnabledInternalForces.Contains(EnabledInternalForces.FX))
{
forceTypes.Add(ForceType.Fyy);
forceTypes.Add(ForceType.Fxx);
}
if (label.EnabledInternalForces.Contains(EnabledInternalForces.MY))
{
forceTypes.Add(ForceType.Mxx);
forceTypes.Add(ForceType.Myy);
}
}
break;
}
/// </structural_toolkit_2015>
}
}
return(forceTypes);
}
