/// <summary>
/// Creates maps based on surface results. The maps can be displayed in the documentation.
/// </summary>
/// <param name="element">Revit element for which result document is built</param>
/// <param name="resultsInPoints">Result in point collection</param>
/// <param name="resultTypes">The type of results, values and description that can be displayed on the maps.</param>
/// <returns>Returns list of documets maps based on results that can be displayed in the documentation</returns>
private List <DocumentMap> CreateResultMapSeriesForSurfaceElements(Element element, ICollection <ResultInPointSurface> resultsInPoints, IEnumerable <Tuple <ResultTypeSurface, string> > resultTypes)
{
List <DocumentMap> vDocMap = new List <DocumentMap>();
MapDataGenerator mapPoints = new MapDataGenerator();
foreach (Tuple <ResultTypeSurface, string> forceDesc in resultTypes)
{
List <double> resData = resultsInPoints.Select(s => s[forceDesc.Item1]).ToList();
if (resData.Max(s => (Math.Abs(s))) < 1.0e-8)
{
continue;
}
AnalyticalModel slab = element as AnalyticalModel;
DisplayUnit displayUnit = DisplayUnit.IMPERIAL;
if (Server.UnitSystem == Autodesk.Revit.DB.ResultsBuilder.UnitsSystem.Metric)
{
displayUnit = DisplayUnit.METRIC;
}
ElementAnalyser elementAnalyser = new ElementAnalyser(displayUnit);
ElementInfo info = elementAnalyser.Analyse(element);
XYZ xyz = new XYZ();
if (info != null)
{
foreach (ResultInPointSurface resInPt in resultsInPoints)
{
mapPoints.AddPoint(new XYZ(resInPt[ResultTypeSurface.X], resInPt[ResultTypeSurface.Y], resInPt[ResultTypeSurface.Z]), resInPt[forceDesc.Item1]);
}
var contourAndHoles = getContourAndHolePoints(info);
contourAndHoles.Item1.ForEach(s => mapPoints.AddPointToContour(s));
contourAndHoles.Item2.ForEach(s => mapPoints.AddHole(s));
UnitType ut = forceDesc.Item1.GetUnitType();
DocumentMap docMap = new DocumentMap(ut, UnitsConverter.GetInternalUnit(ut));
docMap.Title = forceDesc.Item2;
int nofPoints = mapPoints.Count;
for (int ptId = 0; ptId < nofPoints; ptId++)
{
UV pt = mapPoints.GetPoint(ptId);
docMap.AddPoint(pt.U, pt.V, mapPoints.GetValue(ptId));
}
List <List <int> > holes = mapPoints.Holes;
foreach (List <int> hole in holes)
{
docMap.AddHole(hole);
}
docMap.DefineContour(mapPoints.Contour);
vDocMap.Add(docMap);
}
mapPoints.Clear();
}
return(vDocMap);
}
/// <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>
/// Runs calculation\operations for cref="BeamElement" and cref="ColumnElement".
/// </summary>
/// <param name="obj">cref="BeamElement" object or cref="ColumnElement" object.</param>
/// <returns>Result of calculation.</returns>
public bool Run(ObjectDataBase obj)
{
ElementDataBase elementData = obj as ElementDataBase;
if (obj != null)
{
switch (elementData.Category)
{
default:
break;
case Autodesk.Revit.DB.BuiltInCategory.OST_ColumnAnalytical:
case Autodesk.Revit.DB.BuiltInCategory.OST_BeamAnalytical:
if (elementData.Result is ResultLinearElement)
{
CodeCheckingConcreteExample.Main.ResultLinearElement res = elementData.Result as ResultLinearElement;
if (res != null)
{
elementData.ListSectionData.ForEach(s => res.ValuesInPointsData.AddRange((s as LinearSection).GetCalcResultsInPoint().DataRaw));
}
UnitType xUnitType = ResultTypeLinear.X.GetUnitType();
DisplayUnitType xInternalDisplayUnitType = UnitsConverter.GetInternalUnit(xUnitType);
// add info
IEnumerable <IGrouping <String, Tuple <String, Double> > > infoInSec = elementData.ListSectionData.
SelectMany(lsd => (lsd as LinearSection).DesignInfo.Select(dw => new Tuple <String, Double>(dw, (lsd.CalcPoint as CalcPointLinear).CoordAbsolute))).
GroupBy(s => s.Item1);
// add warnings
IEnumerable <IGrouping <String, Tuple <String, Double> > > warningsInSec = elementData.ListSectionData.
SelectMany(lsd => (lsd as LinearSection).DesignWarning.Select(dw => new Tuple <String, Double>(dw, (lsd.CalcPoint as CalcPointLinear).CoordAbsolute))).
GroupBy(s => s.Item1);
// add errors
IEnumerable <IGrouping <String, Tuple <String, Double> > > errosInSec = elementData.ListSectionData.
SelectMany(lsd => (lsd as LinearSection).DesignError.Select(dw => new Tuple <String, Double>(dw, (lsd.CalcPoint as CalcPointLinear).CoordAbsolute))).
GroupBy(s => s.Item1);
if (errosInSec.Count() > 0)
{
getResultStatusMessage(errosInSec, xInternalDisplayUnitType).ForEach(s => elementData.AddFormatedError(s));
elementData.Status.Status = Status.Failed;
}
else
{
if (warningsInSec.Count() > 0)
{
getResultStatusMessage(warningsInSec, xInternalDisplayUnitType).ForEach(s => elementData.AddFormatedWarning(s));
if (Status.Failed != elementData.Status.Status)
{
elementData.Status.Status = Status.Warning;
}
}
if (infoInSec.Count() > 0)
{
getResultStatusMessage(infoInSec, xInternalDisplayUnitType).ForEach(s => elementData.AddFormatedInfo(s));
}
}
if (Autodesk.Revit.DB.CodeChecking.Storage.Status.Undefined == elementData.Status.Status)
{
elementData.Status.Status = Autodesk.Revit.DB.CodeChecking.Storage.Status.Succeed;
}
}
break;
}
}
return(true);
}
/// <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>
/// Creats the section of document with diagram
/// </summary>
/// <param name="title">Title of the diagram</param>
/// <param name="resultsInPoints"> Result in point collection</param>
/// <param name="resultTypes">The type of results that will be displayed in the diagram.</param>
/// <param name="document">Active Revit document</param>
/// <param name="elementType">Structural element type</param>
/// <param name="reversedAxis">Sets the direction of the Y axis on the graph</param>
/// <returns>Returns section of document with diagram</returns>
private DocumentDiagram CreateResultDiagramForLinearElements(String title, IEnumerable <ResultInPointLinear> resultsInPoints, List <ResultTypeLinear> resultTypes, Autodesk.Revit.DB.Document document, ElementType elementType, bool reversedAxis)
{
Units units = document.GetUnits();
DocumentDiagram chart = new DocumentDiagram();
if (resultTypes != null)
{
if (resultTypes.Count() > 0)
{
if (title.Length != 0)
{
chart.Title = title;
}
chart.Height = 200;
chart.Width = 4 * chart.Height;
UnitType unitTypeX = ResultTypeLinear.X.GetUnitType();
FormatOptions formatOptions = units.GetFormatOptions(unitTypeX);
DisplayUnitType displayUnitTypeX = formatOptions.DisplayUnits;
DisplayUnitType internalDisplayUnitTypeX = UnitsConverter.GetInternalUnit(unitTypeX);
UnitSymbolType unitSymbolTypeX = formatOptions.UnitSymbol;
String axisTitle = "";
if (ElementType.Column == elementType)
{
axisTitle = Resources.ResourceManager.GetString("AxisHeight");
}
else
{
axisTitle = Resources.ResourceManager.GetString("AxisLength");
}
if (UnitSymbolType.UST_NONE != unitSymbolTypeX)
{
axisTitle += " " + LabelUtils.GetLabelFor(unitSymbolTypeX);
}
chart.AxisX.Title = axisTitle;
chart.AxisY.Reversed = reversedAxis;
UnitType unitTypeY = resultTypes.First().GetUnitType();
formatOptions = units.GetFormatOptions(unitTypeY);
DisplayUnitType displayUnitTypeY = formatOptions.DisplayUnits;
DisplayUnitType internalDisplayUnitTypeY = UnitsConverter.GetInternalUnit(unitTypeY);
UnitSymbolType unitSymbolTypeY = formatOptions.UnitSymbol;
switch (unitTypeY)
{
case UnitType.UT_Reinforcement_Area:
axisTitle = Resources.ResourceManager.GetString("AxisArea");
break;
case UnitType.UT_Force:
axisTitle = Resources.ResourceManager.GetString("AxisForce");
break;
case UnitType.UT_Moment:
axisTitle = Resources.ResourceManager.GetString("AxisMoment");
break;
case UnitType.UT_Displacement_Deflection:
axisTitle = Resources.ResourceManager.GetString("AxisDisplacmentDeflection");
break;
case UnitType.UT_Section_Dimension:
axisTitle = Resources.ResourceManager.GetString("AxisSpacing");
break;
case UnitType.UT_Reinforcement_Area_per_Unit_Length:
axisTitle = Resources.ResourceManager.GetString("AxisDencity");
break;
default:
break;
}
axisTitle += " ";
if (UnitSymbolType.UST_NONE == unitSymbolTypeY)
{
if (DisplayUnitType.DUT_FEET_FRACTIONAL_INCHES == displayUnitTypeY)
{
axisTitle += LabelUtils.GetLabelFor(UnitSymbolType.UST_FT);
}
else if (DisplayUnitType.DUT_FRACTIONAL_INCHES == displayUnitTypeY)
{
axisTitle += LabelUtils.GetLabelFor(UnitSymbolType.UST_IN);
}
}
else
{
axisTitle += LabelUtils.GetLabelFor(unitSymbolTypeY);
}
chart.AxisY.Title = axisTitle;
double valX = 0;
double valY = 0;
foreach (ResultTypeLinear resultType in resultTypes)
{
DocumentDiagramSeries series = new DocumentDiagramSeries(resultType.ToString());
chart.Legend = true;
chart.Series.Add(series);
series.Color = ResultTypeLinearToColorDictionary[resultType];
series.Name = Resources.ResourceManager.GetString(resultType.ToString());
int lblNbr = 5;
int lblN = 0;
int lblStep = resultsInPoints.Count <ResultInPointLinear>() / lblNbr;
// Labels on the X axis will be formatted according to Revit preferences
//formatOptions = units.GetFormatOptions(unitTypeX);
//string accuracy = formatOptions.Accuracy.ToString();
//accuracy = accuracy.Replace("1", "0");
string valXAsString = "";
foreach (ResultInPointLinear resultInPoint in resultsInPoints)
{
valX = Autodesk.Revit.DB.UnitUtils.Convert(resultInPoint[ResultTypeLinear.X], internalDisplayUnitTypeX, displayUnitTypeX);
valY = Autodesk.Revit.DB.UnitUtils.Convert(resultInPoint[resultType], internalDisplayUnitTypeY, displayUnitTypeY);
series.AddXY(valX, valY);
if (lblStep == 0 || lblN % lblStep == 0)
{
//DocumentValue docVal = new DocumentValue(resultInPoint[ResultTypeLinear.X], displayUnitTypeX, unitTypeX, units);
DocumentValue docVal = new DocumentValue(valX, displayUnitTypeX, unitTypeX, units);
valXAsString = (string)docVal.Value;
chart.AxisX.Labels.Add(new DocumentDiagramAxisLabel(valX, valXAsString));
}
lblN++;
}
}
}
}
return(chart);
}
/// <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);
}
}
}