public WordDocument(Stream stream)
{
package = new WordDocumentPackage(stream);
Body = new DocumentBody(this, package.DocumentPart);
FooderCollection = new FooderCollection(package, this);
NumberingCollection = new NumberingCollection(package.NumberingPart, package);
}
public bool DeleteDocument()
{
var connection = new SqlConnection(connectionString);
var sql1 = string.Format("DELETE FROM {0} WHERE DocumentID = {1}", bodyTable, Head.DocumentNumber);
var sql2 = string.Format("DELETE FROM {0} WHERE DocumentID = {1}", headTable, Head.DocumentNumber);
SqlTransaction tn = null;;
try
{
connection.Open();
tn = connection.BeginTransaction();
var cmd = new SqlCommand(sql2, connection, tn);
cmd.ExecuteNonQuery();
cmd.CommandText = sql1;
cmd.ExecuteNonQuery();
tn.Commit();
}
catch (Exception exc)
{
error = exc;
tn.Rollback();
return(false);
}
Head = new InputDocumentHead();
DocumentBody.Clear();
return(true);
}
public WordDocument(CultureInfo culture, bool isTemplate = false)
{
package = new WordDocumentPackage(culture, isTemplate);
Body = new DocumentBody(this, package.DocumentPart);
FooderCollection = new FooderCollection(package, this);
NumberingCollection = new NumberingCollection(null, package);
}
public void CreateReportSchema()
{
var server = new ServerUI();
// new schema base on default constructor
var schema = new Schema();
// Add schema to the main report
DocumentBody.FillBody(schema, this.docReport.Main, server, this.docRevit);
}
/// <summary>
/// Replace Body Tag.
/// </summary>
private void FinishBodyNode()
{
var tmpDict = new Dictionary <string, string>()
{
{ "classes", string.Join(" ", DocumentBody.ClassList) },
{ "contents", DocumentBody.InnerHtml },
};
DocumentBody.Replace(CreateFromHtml(Template("body", tmpDict), DocumentBody as IElement));
}
private void FinishTableNodes()
{
var tmpChildNodes = DocumentBody.Descendents().Where(inItem => (inItem as IElement)?.LocalName == "table");
foreach (IElement tmpChild in tmpChildNodes)
{
tmpChild.SetAttribute("border", "0");
tmpChild.SetAttribute("cellpadding", "0");
tmpChild.SetAttribute("cellspacing", "0");
}
}
/// <summary>
/// Replace all nodes with the Type and the spezified Template
/// </summary>
/// <param name="inTemplateFileName"></param>
private void ReplaceNodesByTag(string inTag, string inTemplateFileName)
{
inTag = inTag.ToLower();
var tmpChildNodes = DocumentBody.Descendents().Where(inItem => (inItem as IElement)?.LocalName == inTag);
foreach (IElement tmpNode in tmpChildNodes.Reverse().ToList())
{
tmpNode.ClassList.Add("hr");
ReplaceNodeWithTemplateNode(tmpNode, inTemplateFileName);
}
}
/// </structural_toolkit_2015>
/// <structural_toolkit_2015>
/// <summary>
/// Build document body for result document
/// </summary>
/// <param name="calculationParameters">Code calculation parameters</param>
/// <param name="element">Revit element for which result document is built</param>
/// <param name="document">Active Revit document</param>
/// <returns>DocumentBody object</returns>
public override DocumentBody BuildResultDocumentBody(Autodesk.Revit.DB.ExtensibleStorage.Entity calculationParameters, Element element, Autodesk.Revit.DB.Document document)
{
Autodesk.Revit.DB.CodeChecking.Storage.StorageService service = Autodesk.Revit.DB.CodeChecking.Storage.StorageService.GetStorageService();
Autodesk.Revit.DB.CodeChecking.Storage.StorageDocument storageDocument = service.GetStorageDocument(document);
Guid activePackageId = storageDocument.CalculationParamsManager.CalculationParams.GetInputResultPackageId(Server.ID);
Autodesk.Revit.DB.CodeChecking.Storage.ResultStatus status = storageDocument.ResultsManager.GetResultStatus(element, activePackageId, Server.ID);
DocumentBody body = new DocumentBody();
if (!status.IsError())
{
// create body object
// get results schema for the current element
string schemaName = calculationParameters.Schema.SchemaName;
switch (schemaName)
{
case "ResultBeam":
ResultLinearElement resultBeam = new ResultBeam();
resultBeam.SetProperties(calculationParameters);
WriteResultsToNoteForLinearElements(body, resultBeam, document, ElementType.Beam);
break;
case "ResultColumn":
ResultLinearElement resultColumn = new ResultColumn();
resultColumn.SetProperties(calculationParameters);
WriteResultsToNoteForLinearElements(body, resultColumn, document, ElementType.Column);
break;
case "ResultFloor":
ResultSurfaceElement resultFloor = new ResultSurfaceElement();
resultFloor.SetProperties(calculationParameters);
WriteResultsToNoteForSurfaceElements(body, resultFloor, document, element, ElementType.Floor);
break;
case "ResultWall":
ResultSurfaceElement resultWall = new ResultSurfaceElement();
resultWall.SetProperties(calculationParameters);
WriteResultsToNoteForSurfaceElements(body, resultWall, document, element, ElementType.Wall);
break;
}
}
return(body);
}
/// <summary>
/// Gets the document body for calculation parameters.
/// </summary>
/// <param name="calcParams">Calculation parameters</param>
/// <param name="document">document</param>
/// <returns>Body of the document</returns>
public override DocumentBody BuildCalculationParamDocumentBody(Entity calcParams, Autodesk.Revit.DB.Document document)
{
DocumentBody body = new DocumentBody();
return(body);
}
/// <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>
/// Fills document body object with formatted reinforcement calculation results
/// </summary>
/// <param name="body">DocumentBody to be filled</param>
/// <param name="linearElementResult">Calculation results schema class</param>
/// <param name="document">Active Revit document</param>
/// <param name="elementType">Structural element type</param>
private void WriteResultsToNoteForLinearElements(DocumentBody body, ResultLinearElement linearElementResult, Autodesk.Revit.DB.Document document, ElementType elementType)
{
/////////////////////////// Prepare data
// Get revit units
Units units = document.GetUnits();
// Get raw calculation results as a collection of ResultInPointLinear objects for all element sections ( one ResultInPointLinear per section)
List <ResultInPointLinear> resultsInPoints = linearElementResult.GetResultsInPointsCollection();
if (resultsInPoints.Count == 0)
{
return;
}
/////////////////////////// Add a general reinforcement review to the body( mean and extreme values of reinfocement )
// Create document section
DocumentSection resultSummary = new DocumentSection(Resources.ResourceManager.GetString("Summary"), 5);
// Calculate mean and extreme values
IEnumerable <ResultTypeLinear> longRnf = new List <ResultTypeLinear> {
ResultTypeLinear.Atop, ResultTypeLinear.Abottom, ResultTypeLinear.Aleft, ResultTypeLinear.Aright
};
double maxLongitudinal = resultsInPoints.Max(s => (longRnf.Sum(q => s[q]))),
minLongitudinal = resultsInPoints.Min(s => (longRnf.Sum(q => s[q]))),
maxSpacing = resultsInPoints.Max(s => s[ResultTypeLinear.StirrupsSpacing]),
minSpacing = resultsInPoints.Min(s => s[ResultTypeLinear.StirrupsSpacing]),
maxX = resultsInPoints.Max(s => s[ResultTypeLinear.X]),
minX = resultsInPoints.Min(s => s[ResultTypeLinear.X]),
meanLongitudinal = resultsInPoints.Average(s => (longRnf.Sum(q => s[q]))),
meanTransversal = resultsInPoints.Average(s => s[ResultTypeLinear.TransversalReinforcemenDensity]);
// Add them to the section
resultSummary.Body.Elements.Add((new DocumentValueWithName(Resources.ResourceManager.GetString("MeanReinforcemenDensityLongitudinal"), meanLongitudinal, UnitsConverter.GetInternalUnit(UnitType.UT_Reinforcement_Area), UnitType.UT_Reinforcement_Area, document.GetUnits())));
resultSummary.Body.Elements.Add((new DocumentValueWithName(Resources.ResourceManager.GetString("MeanTransversalReinforcemenDensity"), meanTransversal, UnitsConverter.GetInternalUnit(UnitType.UT_Reinforcement_Area_per_Unit_Length), UnitType.UT_Reinforcement_Area_per_Unit_Length, document.GetUnits())));
resultSummary.Body.Elements.Add((new DocumentValueWithName(Resources.ResourceManager.GetString("MaximumLongitudinalReinforcement"), maxLongitudinal, UnitsConverter.GetInternalUnit(UnitType.UT_Reinforcement_Area), UnitType.UT_Reinforcement_Area, document.GetUnits())));
resultSummary.Body.Elements.Add((new DocumentValueWithName(Resources.ResourceManager.GetString("MinimumLongitudinalReinforcement"), minLongitudinal, UnitsConverter.GetInternalUnit(UnitType.UT_Reinforcement_Area), UnitType.UT_Reinforcement_Area, document.GetUnits())));
resultSummary.Body.Elements.Add((new DocumentValueWithName(Resources.ResourceManager.GetString("MaximumStirrupsSpacing"), maxSpacing, UnitsConverter.GetInternalUnit(UnitType.UT_Section_Dimension), UnitType.UT_Section_Dimension, document.GetUnits())));
resultSummary.Body.Elements.Add((new DocumentValueWithName(Resources.ResourceManager.GetString("MinimumStirrupsSpacing"), minSpacing, UnitsConverter.GetInternalUnit(UnitType.UT_Section_Dimension), UnitType.UT_Section_Dimension, document.GetUnits())));
resultSummary.Level = DetailLevel.General;
// Add section to the document body
body.Elements.Add(resultSummary);
/////////////////////////// Create result tables for deflection, internal forces and reinforcement
// Create reinforcement table
List <ResultTypeLinear> nonZeroReinforcement = ResultTypeLinearHelper.ReinforcementResults.Where(s => resultsInPoints.Any(r => Math.Abs(r[s]) > Double.Epsilon)).ToList();
if (nonZeroReinforcement.Count() > 0)
{
DocumentSection section = CreateSectionTableAndDiagramForLinearElements(resultsInPoints, nonZeroReinforcement, document, elementType, true, false, false, Resources.ResourceManager.GetString("Reinforcement"));
if (section != null)
{
body.Elements.Add(section);
}
string diagramTitle = "";
bool reversedAxis = false;
foreach (ResultTypeLinear resultType in nonZeroReinforcement)
{
switch (resultType)
{
case ResultTypeLinear.Abottom:
diagramTitle = Resources.ResourceManager.GetString("LongReinforcementBottom");
break;
case ResultTypeLinear.Atop:
diagramTitle = Resources.ResourceManager.GetString("LongReinforcementTop");
break;
case ResultTypeLinear.Aleft:
diagramTitle = Resources.ResourceManager.GetString("LongReinforcementLeft");
break;
case ResultTypeLinear.Aright:
diagramTitle = Resources.ResourceManager.GetString("LongReinforcementRight");
break;
case ResultTypeLinear.TransversalReinforcemenDensity:
diagramTitle = Resources.ResourceManager.GetString("TransversalReinforcement");
break;
case ResultTypeLinear.StirrupsSpacing:
diagramTitle = Resources.ResourceManager.GetString("StirrupsSpacing");
break;
}
List <ResultTypeLinear> oneNonZeroReinforcement = new List <ResultTypeLinear>(1);
oneNonZeroReinforcement.Add(resultType);
section = CreateSectionTableAndDiagramForLinearElements(resultsInPoints, oneNonZeroReinforcement, document, elementType, false, true, reversedAxis, "", "", diagramTitle);
if (section != null)
{
body.Elements.Add(section);
}
}
}
// Create internal forces tables and graph
List <ResultTypeLinear> nonZeroInternalForces = ResultTypeLinearHelper.InternalForcesResults.Where(s => resultsInPoints.Any(r => Math.Abs(r[s]) > Double.Epsilon)).ToList();
if (nonZeroInternalForces.Count() > 0)
{
DocumentSection section = CreateSectionTableAndDiagramForLinearElements(resultsInPoints, nonZeroInternalForces, document, elementType, true, true, false, Resources.ResourceManager.GetString("InternalForces"), "", Resources.ResourceManager.GetString("Internal_Forces"));
if (section != null)
{
body.Elements.Add(section);
}
}
List <ResultTypeLinear> nonZeroInternalMoments = ResultTypeLinearHelper.InternalMomentsResults.Where(s => resultsInPoints.Any(r => Math.Abs(r[s]) > Double.Epsilon)).ToList();
if (nonZeroInternalMoments.Count() > 0)
{
DocumentSection section = null;
if (nonZeroInternalForces.Count() != 0)
{
section = CreateSectionTableAndDiagramForLinearElements(resultsInPoints, nonZeroInternalMoments, document, elementType, true, true, true, "", "", Resources.ResourceManager.GetString("Internal_Moments"));
}
else
{
section = CreateSectionTableAndDiagramForLinearElements(resultsInPoints, nonZeroInternalMoments, document, elementType, true, true, true, Resources.ResourceManager.GetString("InternalForces"), "", Resources.ResourceManager.GetString("Internal_Moments"));
}
if (section != null)
{
body.Elements.Add(section);
}
}
// Create deflection table and graph
List <ResultTypeLinear> nonZeroDeflection = ResultTypeLinearHelper.RealDeflectionResults.Where(s => resultsInPoints.Any(r => Math.Abs(r[s]) > Double.Epsilon)).ToList();
if (nonZeroDeflection.Count() > 0)
{
List <ResultTypeLinear> displacement = new List <ResultTypeLinear>(nonZeroDeflection.Count());
List <ResultTypeLinear> displacementAndDeflection = new List <ResultTypeLinear>(nonZeroDeflection.Count() * 2);
displacementAndDeflection.AddRange(nonZeroDeflection);
foreach (ResultTypeLinear resultType in nonZeroDeflection)
{
switch (resultType)
{
case ResultTypeLinear.UxRealMax:
displacement.Add(ResultTypeLinear.UxMax);
break;
case ResultTypeLinear.UxRealMin:
displacement.Add(ResultTypeLinear.UxMin);
break;
case ResultTypeLinear.UyRealMax:
displacement.Add(ResultTypeLinear.UyMax);
break;
case ResultTypeLinear.UyRealMin:
displacement.Add(ResultTypeLinear.UyMin);
break;
case ResultTypeLinear.UzRealMax:
displacement.Add(ResultTypeLinear.UzMax);
break;
case ResultTypeLinear.UzRealMin:
displacement.Add(ResultTypeLinear.UzMin);
break;
}
}
displacementAndDeflection.AddRange(displacement);
DocumentSection section = CreateSectionTableAndDiagramForLinearElements(resultsInPoints, displacementAndDeflection, document, elementType, true, false, false, Resources.ResourceManager.GetString("Deflection"), "", Resources.ResourceManager.GetString("DeflectionEnvelope"));
if (section != null)
{
body.Elements.Add(section);
section = CreateSectionTableAndDiagramForLinearElements(resultsInPoints, nonZeroDeflection, document, elementType, false, true, false, "", "", Resources.ResourceManager.GetString("DeflectionEnvelope"));
if (section != null)
{
body.Elements.Add(section);
section = CreateSectionTableAndDiagramForLinearElements(resultsInPoints, displacement, document, elementType, false, true, false, "", "", Resources.ResourceManager.GetString("DisplacementEnvelope"));
if (section != null)
{
body.Elements.Add(section);
}
}
}
}
}
/// <summary>
/// Fills document body object with formatted reinforcement calculation results
/// </summary>
/// <param name="body">DocumentBody to be filled</param>
/// <param name="resultSurfaceElement">Calculation results schema class</param>
/// <param name="document">Active Revit document</param>
/// <param name="element">Structural element</param>
/// <param name="elementType">Typ of element</param>
private void WriteResultsToNoteForSurfaceElements(DocumentBody body, ResultSurfaceElement resultSurfaceElement, Autodesk.Revit.DB.Document document, Element element, ElementType elementType)
{
List <ResultInPointSurface> resultsInPointsCollection = resultSurfaceElement.GetResultsInPointsCollection();
/////////////////////////// Basic Level ///////////////////////////////////////
//////////////////// Summary
{
if (resultSurfaceElement.MultiLayer)
{
DocumentSection resultLeyerSection = new DocumentSection(Resources.ResourceManager.GetString("Layers"), 5);
resultLeyerSection.Level = DetailLevel.General;
List <Tuple <string, double> > structuralLayers = resultSurfaceElement.GetStructuralLayers();
double calculationThickness = 0;
resultLeyerSection.Body.Elements.Add(new DocumentText(Resources.ResourceManager.GetString("LayerTakenIntoConsideration"), true));
for (int layersId = 0; layersId < structuralLayers.Count(); layersId++)
{
resultLeyerSection.Body.Elements.Add((new DocumentValueWithName("- " + structuralLayers[layersId].Item1, structuralLayers[layersId].Item2, UnitsConverter.GetInternalUnit(UnitType.UT_Section_Dimension), UnitType.UT_Section_Dimension, document.GetUnits())));
calculationThickness += structuralLayers[layersId].Item2;
}
resultLeyerSection.Body.Elements.Add((new DocumentValueWithName(Resources.ResourceManager.GetString("ThicknessTakenIntoConsideration"), calculationThickness, UnitsConverter.GetInternalUnit(UnitType.UT_Section_Dimension), UnitType.UT_Section_Dimension, document.GetUnits())));
body.Elements.Add(resultLeyerSection);
}
// Create document section
DocumentSection resultSummarySection = new DocumentSection(Resources.ResourceManager.GetString("Summary"), 5);
resultSummarySection.Level = DetailLevel.General;
// Calculate mean and extreme values
IEnumerable <ResultTypeSurface> primary = new List <ResultTypeSurface> {
ResultTypeSurface.AxxTop, ResultTypeSurface.AxxBottom
};
IEnumerable <ResultTypeSurface> secondary = new List <ResultTypeSurface> {
ResultTypeSurface.AyyTop, ResultTypeSurface.AyyBottom
};
double meanPrimary = resultsInPointsCollection.Average(s => (primary.Sum(q => s[q]))),
meanSecondary = resultsInPointsCollection.Average(s => (secondary.Sum(q => s[q])));
// Add them to the section
string meanPrimaryString = elementType == ElementType.Floor ? "MeanPrimaryReinforcementDensity" : "MeanVerticallReinforcementDensity";
string meanSecondaryString = elementType == ElementType.Floor ? "MeanSecondaryReinforcementDensity" : "MeanHorizontalReinforcementDensity";
meanPrimaryString = Resources.ResourceManager.GetString(meanPrimaryString);
meanSecondaryString = Resources.ResourceManager.GetString(meanSecondaryString);
resultSummarySection.Body.Elements.Add((new DocumentValueWithName(meanPrimaryString, meanPrimary, UnitsConverter.GetInternalUnit(UnitType.UT_Reinforcement_Area_per_Unit_Length), UnitType.UT_Reinforcement_Area_per_Unit_Length, document.GetUnits())));
resultSummarySection.Body.Elements.Add((new DocumentValueWithName(meanSecondaryString, meanSecondary, UnitsConverter.GetInternalUnit(UnitType.UT_Reinforcement_Area_per_Unit_Length), UnitType.UT_Reinforcement_Area_per_Unit_Length, document.GetUnits())));
// Add extreme reinforcement table
resultSummarySection.Body.Elements.Add(new DocumentText(Resources.ResourceManager.GetString("ExtremeValuesOfReinforcement")));
resultSummarySection.Body.Elements.Add(CreateExtremeResultTableForSurfaceElements(resultsInPointsCollection, new List <ResultTypeSurface>()
{
ResultTypeSurface.AxxBottom, ResultTypeSurface.AxxTop, ResultTypeSurface.AyyBottom, ResultTypeSurface.AyyTop
}, document, elementType));
// Add section to the document body
body.Elements.Add(resultSummarySection);
}
/////////////////////////// Other levels ///////////////////////////////////////
//////////////////// Reinforcement table
{
// Create document section
DocumentSection reinforcementTableSection = new DocumentSection(Resources.ResourceManager.GetString("Reinforcement"), 5);
reinforcementTableSection.Level = DetailLevel.Medium;
// Add extreme reinforcement table
reinforcementTableSection.Body.Elements.Add(CreateResultTableForSurfaceElements(resultsInPointsCollection, new List <ResultTypeSurface>()
{
ResultTypeSurface.AxxBottom, ResultTypeSurface.AxxTop, ResultTypeSurface.AyyBottom, ResultTypeSurface.AyyTop
}, document, elementType));
// Add section to the document body
body.Elements.Add(reinforcementTableSection);
}
//////////////////// Reinforcement maps
{
// Create document section
DocumentSection reinforcementMapsSection = new DocumentSection(Resources.ResourceManager.GetString("ReinforcementMaps"), 5);
reinforcementMapsSection.Level = DetailLevel.Detail;
// Create and add reinforcement maps
ResultTypeSurface[] vForceType = { ResultTypeSurface.AxxBottom, ResultTypeSurface.AyyBottom, ResultTypeSurface.AxxTop, ResultTypeSurface.AyyTop };
List <DocumentMap> vMap = CreateResultMapSeriesForSurfaceElements(element, resultsInPointsCollection, vForceType.Select(s => new Tuple <ResultTypeSurface, string>(s, ResultDescription(elementType, s))));
foreach (DocumentMap map in vMap)
{
reinforcementMapsSection.Body.Elements.Add(map);
}
// Add section to the document body
body.Elements.Add(reinforcementMapsSection);
}
//////////////////// Extreme forces table
List <ResultTypeSurface> nonZeroInternalForces = ResultTypeSurfaceHelper.InternalForcesResults.Where(s => resultsInPointsCollection.Any(r => Math.Abs(r[s]) > Double.Epsilon)).ToList();
bool isNonZeroInternalForces = (nonZeroInternalForces.Count() > 0);
{
// Only for non-zero values
if (isNonZeroInternalForces)
{
// Create document section
DocumentSection extremeForcesTable = new DocumentSection(Resources.ResourceManager.GetString("ExtremeAxialForces"), 5);
extremeForcesTable.Level = DetailLevel.Medium;
// Add extreme force table
extremeForcesTable.Body.Elements.Add(CreateExtremeResultTableForSurfaceElements(resultsInPointsCollection, ResultTypeSurfaceHelper.InternalForcesResults, document, elementType));
// Add section to the document body
body.Elements.Add(extremeForcesTable);
}
}
//////////////////// Extreme moments table
List <ResultTypeSurface> nonZeroInternalMoments = ResultTypeSurfaceHelper.InternalMomentsResults.Where(s => resultsInPointsCollection.Any(r => Math.Abs(r[s]) > Double.Epsilon)).ToList();
bool isNonZeroInternalMoments = (nonZeroInternalMoments.Count() > 0);
{
// Only for non-zero values
if (isNonZeroInternalMoments)
{
// Create document section
DocumentSection extremeMomentsTable = new DocumentSection(Resources.ResourceManager.GetString("ExtremeBendingMoments"), 5);
extremeMomentsTable.Level = DetailLevel.Medium;
// Add extreme moment table
extremeMomentsTable.Body.Elements.Add(CreateExtremeResultTableForSurfaceElements(resultsInPointsCollection, ResultTypeSurfaceHelper.InternalMomentsResults, document, elementType));
// Add section to the document body
body.Elements.Add(extremeMomentsTable);
}
}
//////////////////// Force envelopes table
{
// Only for non-zero values
if (isNonZeroInternalForces)
{
// Create document section
DocumentSection forceEnvelopesTable = new DocumentSection(Resources.ResourceManager.GetString("EnvelopeF"), 5);
forceEnvelopesTable.Level = DetailLevel.Detail;
// Add extreme force table
forceEnvelopesTable.Body.Elements.Add(CreateResultTableForSurfaceElements(resultsInPointsCollection, ResultTypeSurfaceHelper.InternalForcesResults, document, elementType));
// Add section to the document body
body.Elements.Add(forceEnvelopesTable);
}
}
//////////////////// Moments envelopes table
{
// Only for non-zero values
if (isNonZeroInternalMoments)
{
// Create document section
DocumentSection momentEnvelopesTable = new DocumentSection(Resources.ResourceManager.GetString("EnvelopeM"), 5);
momentEnvelopesTable.Level = DetailLevel.Detail;
// Add extreme force table
momentEnvelopesTable.Body.Elements.Add(CreateResultTableForSurfaceElements(resultsInPointsCollection, ResultTypeSurfaceHelper.InternalMomentsResults, document, elementType));
// Add section to the document body
body.Elements.Add(momentEnvelopesTable);
}
}
}
