/// <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;
}
}
}
public void DoBinding(MaterialInfo materialParams,
MaterialLayerDescription layerDescription,
Autodesk.Revit.DB.DisplayUnit?unitSystem)
{
if (layerDescription != null)
{
string unitThicknessName = "LayerThickness";
string unitOffsetName = "LayerOffset";
string unitThickness;
string unitOffset;
if (null == unitSystem)
{
unitThickness = UnitsAssignment.GetUnitSymbol(unitThicknessName, ElementInfoUnits.Assignments);
unitOffset = UnitsAssignment.GetUnitSymbol(unitOffsetName, ElementInfoUnits.Assignments);
}
else
{
unitThickness = UnitsAssignment.GetUnitSymbol(unitThicknessName, ElementInfoUnits.Assignments, (Autodesk.Revit.DB.DisplayUnit)unitSystem);
unitOffset = UnitsAssignment.GetUnitSymbol(unitOffsetName, ElementInfoUnits.Assignments, (Autodesk.Revit.DB.DisplayUnit)unitSystem);
}
string stringThicknessValue = layerDescription.LayerThickness.ToString();
string stringOffsetValue = layerDescription.LayerOffset.ToString();
if (null == unitSystem)
{
stringThicknessValue = UnitsAssignment.FormatToRevitUI(unitThicknessName, layerDescription.LayerThickness, ElementInfoUnits.Assignments);
stringOffsetValue = UnitsAssignment.FormatToRevitUI(unitOffsetName, layerDescription.LayerOffset, ElementInfoUnits.Assignments);
}
LayerThickness.Content = stringThicknessValue + " " + unitThickness;
LayerOffset.Content = stringOffsetValue + " " + unitOffset;
LayerDescription.Visibility = System.Windows.Visibility.Visible;
}
else
{
LayerDescription.Visibility = System.Windows.Visibility.Collapsed;
}
List <MaterialParameterDescription> matParDescrList = new List <MaterialParameterDescription>();
if (materialParams.Category != MaterialCategory.Undefined)
{
MaterialName.Content = materialParams.Properties.Name;
MaterialDescription.Content = materialParams.Properties.Description;
MaterialCharacteristics materialCharacteristics = materialParams.Characteristics;
foreach (object o in materialCharacteristics)
{
List <MaterialParameterDescription> matParDescr = ParameterBinding(o, materialCharacteristics, MaterialCharacteristicsUnits.Assignments, unitSystem);
if (null == matParDescr)
{
continue;
}
matParDescrList.AddRange(matParDescr);
}
}
switch (materialParams.Category)
{
case MaterialCategory.Concrete:
MaterialConcreteCharacteristics concrete = (MaterialConcreteCharacteristics)materialParams.Characteristics.Specific;
foreach (object o in concrete)
{
List <MaterialParameterDescription> matParDescr = ParameterBinding(o, concrete, MaterialConcreteCharacteristicsUnits.Assignments, unitSystem);
if (matParDescr != null)
{
matParDescrList.AddRange(matParDescr);
}
}
break;
case MaterialCategory.Metal:
MaterialMetalCharacteristics metal = (MaterialMetalCharacteristics)materialParams.Characteristics.Specific;
foreach (object o in metal)
{
List <MaterialParameterDescription> matParDescr = ParameterBinding(o, metal, MaterialMetalCharacteristicsUnits.Assignments, unitSystem);
if (matParDescr != null)
{
matParDescrList.AddRange(matParDescr);
}
}
break;
case MaterialCategory.Timber:
MaterialTimberCharacteristics timber = (MaterialTimberCharacteristics)materialParams.Characteristics.Specific;
foreach (object o in timber)
{
List <MaterialParameterDescription> matParDescr = ParameterBinding(o, timber, MaterialTimberCharacteristicsUnits.Assignments, unitSystem);
if (matParDescr != null)
{
matParDescrList.AddRange(matParDescr);
}
}
break;
}
materialParameters.ItemsSource = matParDescrList;
}
/// <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)
{
bool ret = true;
SectionDataBase sectionData = obj as SectionDataBase;
if (obj != null)
{
Concrete.ConcreteSectionDesign design = new ConcreteSectionDesign();
design.ElementType = sectionData.Category;
switch (sectionData.Category)
{
default:
break;
case BuiltInCategory.OST_ColumnAnalytical:
case BuiltInCategory.OST_BeamAnalytical:
if (sectionData.Label is LabelColumn)
{
CodeCheckingConcreteExample.Main.LabelColumn label = sectionData.Label as CodeCheckingConcreteExample.Main.LabelColumn;
design.LongitudinalReinforcementMinimumYieldStress = label.LongitudinalReinforcement.MinimumYieldStress;
design.LongitudinalReinforcementArea = label.LongitudinalReinforcement.Area;
design.LongitudinalReinforcementDiameter = label.LongitudinalReinforcement.BarDiameter;
design.LongitudinalCalculationType = label.LongitudinalCalculationType;
///
design.TransversalReinforcementMinimumYieldStress = label.TransversalReinforcement.MinimumYieldStress;
design.TransversalReinforcementArea = label.TransversalReinforcement.Area;
design.TransversalReinforcementDiameter = label.TransversalReinforcement.BarDiameter;
design.TransversalCalculationType = label.TransversalCalculationType;
design.CreepCoefficient = label.CreepCoefficient;
}
if (sectionData.Label is LabelBeam)
{
CodeCheckingConcreteExample.Main.LabelBeam label = sectionData.Label as CodeCheckingConcreteExample.Main.LabelBeam;
design.LongitudinalReinforcementMinimumYieldStress = label.LongitudinalReinforcement.MinimumYieldStress;
design.LongitudinalReinforcementArea = label.LongitudinalReinforcement.Area;
design.LongitudinalReinforcementDiameter = label.LongitudinalReinforcement.BarDiameter;
design.LongitudinalCalculationType = label.LongitudinalCalculationType;
///
design.TransversalReinforcementMinimumYieldStress = label.TransversalReinforcement.MinimumYieldStress;
design.TransversalReinforcementArea = label.TransversalReinforcement.Area;
design.TransversalReinforcementDiameter = label.TransversalReinforcement.BarDiameter;
design.TransversalCalculationType = label.TransversalCalculationType;
design.CreepCoefficient = label.CreepCoefficient;
}
if (sectionData is LinearSection)
{
LinearSection section = sectionData as LinearSection;
if (section.Info != null)
{
design.CoverTop = 0.0;
design.CoverBottom = 0.0;
if (section.Info.RebarCovers != null)
{
if (section is BeamSection)
{
if (section.Info.RebarCovers.Exist(BuiltInParameter.CLEAR_COVER_BOTTOM))
{
design.CoverBottom = section.Info.RebarCovers.GetDistance(BuiltInParameter.CLEAR_COVER_BOTTOM);
}
if (section.Info.RebarCovers.Exist(BuiltInParameter.CLEAR_COVER_TOP))
{
design.CoverTop = section.Info.RebarCovers.GetDistance(BuiltInParameter.CLEAR_COVER_TOP);
}
}
if (section is ColumnSection)
{
if (section.Info.RebarCovers.Exist(BuiltInParameter.CLEAR_COVER_OTHER))
{
design.CoverBottom = section.Info.RebarCovers.GetDistance(BuiltInParameter.CLEAR_COVER_OTHER);
design.CoverTop = section.Info.RebarCovers.GetDistance(BuiltInParameter.CLEAR_COVER_OTHER);
}
}
}
if (section.Info.SectionsParams == null)
{
design.Type = SectionShapeType.RectangularBar;
}
else
{
design.Type = section.Info.SectionsParams.ShapeType;
}
design.YoungModulus = section.Info.Material.Characteristics.YoungModulus.X;
MaterialConcreteCharacteristics concrete = (MaterialConcreteCharacteristics)section.Info.Material.Characteristics.Specific;
if (concrete != null)
{
design.Compression = concrete.Compression;
}
design.Geometry = section.Geometry;
design.Width = section.Width;
design.Height = section.Height;
List <InternalForcesContainer> listInternalForces = new List <InternalForcesContainer>();
foreach (InternalForcesLinear force in section.ListInternalForces)
{
listInternalForces.Add(force.Forces);
}
design.ListInternalForces = listInternalForces;;
//
// calculation
//
design.Calculate();
//
// save result
//
section.AsBottom = design.AsBottom;
section.AsTop = design.AsTop;
section.AsRight = design.AsRight;
section.AsLeft = design.AsLeft;
section.Spacing = design.Spacing;
section.TransversalDensity = design.TransversalDensity;
section.MinStiffness = design.MinStiffness;
section.DesignInfo.AddRange(design.DesignInfo);
section.DesignError.AddRange(design.DesignError);
section.DesignWarning.AddRange(design.DesignWarning);
if (section.DesignError.Count > 0)
{
ret = false;
}
}
}
break;
}
}
return(ret);
}
public void DoBinding(MaterialInfo materialParams, Autodesk.Revit.DB.DisplayUnit?unitSystem)
{
List <MaterialParameterDescription> matParDescrList = new List <MaterialParameterDescription>();
if (materialParams.Category != MaterialCategory.Undefined)
{
MaterialName.Content = materialParams.Properties.Name;
MaterialDescription.Content = materialParams.Properties.Description;
MaterialCharacteristics materialCharacteristics = materialParams.Characteristics;
foreach (object o in materialCharacteristics)
{
List <MaterialParameterDescription> matParDescr = ParameterBinding(o, materialCharacteristics, MaterialCharacteristicsUnits.Assignments, unitSystem);
if (null == matParDescr)
{
continue;
}
matParDescrList.AddRange(matParDescr);
}
}
switch (materialParams.Category)
{
case MaterialCategory.Concrete:
MaterialConcreteCharacteristics concrete = (MaterialConcreteCharacteristics)materialParams.Characteristics.Specific;
foreach (object o in concrete)
{
List <MaterialParameterDescription> matParDescr = ParameterBinding(o, concrete, MaterialConcreteCharacteristicsUnits.Assignments, unitSystem);
if (matParDescr != null)
{
matParDescrList.AddRange(matParDescr);
}
}
break;
case MaterialCategory.Metal:
MaterialMetalCharacteristics metal = (MaterialMetalCharacteristics)materialParams.Characteristics.Specific;
foreach (object o in metal)
{
List <MaterialParameterDescription> matParDescr = ParameterBinding(o, metal, MaterialMetalCharacteristicsUnits.Assignments, unitSystem);
if (matParDescr != null)
{
matParDescrList.AddRange(matParDescr);
}
}
break;
case MaterialCategory.Timber:
MaterialTimberCharacteristics timber = (MaterialTimberCharacteristics)materialParams.Characteristics.Specific;
foreach (object o in timber)
{
List <MaterialParameterDescription> matParDescr = ParameterBinding(o, timber, MaterialTimberCharacteristicsUnits.Assignments, unitSystem);
if (matParDescr != null)
{
matParDescrList.AddRange(matParDescr);
}
}
break;
}
materialParameters.ItemsSource = matParDescrList;
}