/// <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);
}
/// <summary>
/// Runs calculation\operations for cref="BeamSection" and cref="ColumnSection".
/// </summary>
/// <param name="obj">cref="BeamSection" object or cref="ColumnSection" object.</param>
/// <returns>Result of calculation.</returns>
public bool Run(ObjectDataBase obj)
{
SectionDataBase sectionData = obj as SectionDataBase;
if (obj != null)
{
CommonParameters commParams = Parameters as CommonParameters;
ForceResultsCache cache = null;
if (commParams != null)
{
cache = commParams.ResultCache;
}
Section sec = null;
switch (sectionData.Category)
{
default:
break;
case Autodesk.Revit.DB.BuiltInCategory.OST_ColumnAnalytical:
if (sectionData is ColumnSection)
{
ColumnSection section = sectionData as ColumnSection;
if (section.Info != null)
{
SectionsInfo secInfo = section.Info.Sections.AtTheBeg;
if (secInfo.Sections.Count > 0)
{
sec = secInfo.Sections[0];
}
}
}
break;
case Autodesk.Revit.DB.BuiltInCategory.OST_BeamAnalytical:
if (sectionData is BeamSection && sectionData.Label is LabelBeam)
{
BeamSection section = sectionData as BeamSection;
LabelBeam label = sectionData.Label as LabelBeam;
if (section.Info != null)
{
SectionsInfo secInfo = section.Info.Sections.AtTheBeg;
if (secInfo.Sections.Count > 0)
{
sec = secInfo.Sections[0];
if (label.SlabBeamInteraction == ConcreteTypes.BeamSectionType.WithSlabBeamInteraction && section.Info.Slabs != null && section.Info.Slabs.TSection != null)
{
int nbrPoints = (sec.Contour != null && sec.Contour.Points != null) ? sec.Contour.Points.Count : 0;
double relativeX = (section.CalcPoint as CalcPointLinear).CoordRelative;
double maxFlangeWidth = 0.5 * section.Info.SectionsParams.AtThePoint(relativeX).Dimensions.h;
sec = section.Info.Slabs.TSection.GetContour(relativeX, maxFlangeWidth, maxFlangeWidth);
if (sec.Contour.Points.Count != nbrPoints)
{
section.IsTSection = true;
section.DesignInfo.Add(Resources.ResourceManager.GetString("SlabBeamInteraction"));
}
}
}
}
}
break;
}
switch (sectionData.Category)
{
default:
break;
case Autodesk.Revit.DB.BuiltInCategory.OST_ColumnAnalytical:
case Autodesk.Revit.DB.BuiltInCategory.OST_BeamAnalytical:
if (sectionData is LinearSection)
{
LinearSection section = sectionData as LinearSection;
if (sec != null && sec.Contour != null)
{
foreach (Autodesk.Revit.DB.XYZ p in sec.Contour.Points)
{
section.Geometry.Add(p.X, p.Y);
}
Autodesk.Revit.DB.XYZ pmin = sec.GetMinimumBoundary();
Autodesk.Revit.DB.XYZ pmax = sec.GetMaximumBoundary();
section.Width = Math.Abs(pmin.X - pmax.X);
section.Height = Math.Abs(pmin.Y - pmax.Y);
}
if (cache != null)
{
IList <ForceLoadCaseDescriptor> loadCaseDescriptors = cache.GetLoadCaseDescriptors();
List <double> vFx = cache.GetForceForPoint(sectionData.ElementId, loadCaseDescriptors, sectionData.CalcPoint, ForceType.Fx);
List <double> vFy = cache.GetForceForPoint(sectionData.ElementId, loadCaseDescriptors, sectionData.CalcPoint, ForceType.Fy);
List <double> vFz = cache.GetForceForPoint(sectionData.ElementId, loadCaseDescriptors, sectionData.CalcPoint, ForceType.Fz);
List <double> vMx = cache.GetForceForPoint(sectionData.ElementId, loadCaseDescriptors, sectionData.CalcPoint, ForceType.Mx);
List <double> vMy = cache.GetForceForPoint(sectionData.ElementId, loadCaseDescriptors, sectionData.CalcPoint, ForceType.My);
List <double> vMz = cache.GetForceForPoint(sectionData.ElementId, loadCaseDescriptors, sectionData.CalcPoint, ForceType.Mz);
List <double> vUx = cache.GetForceForPoint(sectionData.ElementId, loadCaseDescriptors, sectionData.CalcPoint, ForceType.Ux);
List <double> vUy = cache.GetForceForPoint(sectionData.ElementId, loadCaseDescriptors, sectionData.CalcPoint, ForceType.Uy);
List <double> vUz = cache.GetForceForPoint(sectionData.ElementId, loadCaseDescriptors, sectionData.CalcPoint, ForceType.Uz);
int i = -1;
foreach (ForceLoadCaseDescriptor cas in loadCaseDescriptors)
{
i++;
InternalForcesLinear linForces = new InternalForcesLinear();
InternalForcesContainer forces = new InternalForcesContainer();
forces.CaseName = cas.Name;
forces.LimitState = cas.State;
forces.ForceFx = vFx.Count == 0 ? 0.0 : vFx[i];
forces.ForceFy = vFy.Count == 0 ? 0.0 : vFy[i];
forces.ForceFz = vFz.Count == 0 ? 0.0 : vFz[i];
forces.MomentMx = vMx.Count == 0 ? 0.0 : vMx[i];
forces.MomentMy = vMy.Count == 0 ? 0.0 : vMy[i];
forces.MomentMz = vMz.Count == 0 ? 0.0 : vMz[i];
forces.DeflectionUx = vUx.Count == 0 ? 0.0 : vUx[i];
forces.DeflectionUy = vUy.Count == 0 ? 0.0 : vUy[i];
forces.DeflectionUz = vUz.Count == 0 ? 0.0 : vUz[i];
linForces.Forces = forces;
section.ListInternalForces.Add(linForces);
}
}
}
break;
}
}
return(true);
}
