public static List <ICurve> ReinforcementLayout(this Bar bar)
{
if (bar.IsNull())
{
return(null);
}
List <ICurve> barLocations = new List <ICurve>();
ConcreteSection section = bar.SectionProperty as ConcreteSection;
List <ICurve> outerProfileEdges;
List <ICurve> innerProfileEdges;
List <LongitudinalReinforcement> longReif;
List <TransverseReinforcement> tranReif;
double longCover, tranCover;
if (section.CheckSectionAndExtractParameters(out outerProfileEdges, out innerProfileEdges, out longReif, out tranReif, out longCover, out tranCover))
{
TransformMatrix transformation = bar.BarSectionTranformation();
double length = bar.Length();
foreach (LongitudinalReinforcement reif in longReif)
{
barLocations.AddRange(ReinforcementLayout(reif, longCover, outerProfileEdges, innerProfileEdges, length, transformation));
}
foreach (TransverseReinforcement reif in tranReif)
{
barLocations.AddRange(ReinforcementLayout(reif, tranCover, outerProfileEdges, innerProfileEdges, length, transformation));
}
}
return(barLocations);
}
/***************************************************/
/**** Public Methods ****/
/***************************************************/
public static List <IGeometry> Extrude(this Bar bar, bool simple = false)
{
System.Reflection.PropertyInfo prop = bar.SectionProperty.GetType().GetProperty("SectionProfile");
IProfile profile;
if (prop != null)
{
profile = prop.GetValue(bar.SectionProperty) as IProfile;
}
else
{
return(null);// bar.Geometry();
}
List <ICurve> secCurves = profile.Edges.ToList();
Vector tan = bar.Tangent();
TransformMatrix totalTransform = bar.BarSectionTranformation();
if (simple)
{
return(ExtrudeSimple(secCurves, totalTransform, tan));
}
else
{
return(ExtrudeFullCurves(secCurves, totalTransform, tan));
}
}
public static List <IGeometry> Extrude(this Bar bar, bool simple = false)
{
if (bar.IsNull())
{
return(null);
}
if (bar.SectionProperty == null || !(bar.SectionProperty is IGeometricalSection))
{
return(new List <IGeometry>());
}
IProfile profile = (bar.SectionProperty as IGeometricalSection).SectionProfile;
List <ICurve> secCurves = profile.Edges.ToList();
Vector tan = bar.Tangent();
TransformMatrix totalTransform = bar.BarSectionTranformation();
if (simple)
{
return(ExtrudeSimple(secCurves, totalTransform, tan));
}
else
{
return(ExtrudeFullCurves(secCurves, totalTransform, tan));
}
}
public static List <IReinforcingBar> ReinforcingBars(this Bar bar)
{
if (bar.IsNull())
{
return(null);
}
List <IReinforcingBar> rebars = new List <IReinforcingBar>();
ConcreteSection section = bar.SectionProperty as ConcreteSection;
List <ICurve> outerProfileEdges;
List <ICurve> innerProfileEdges;
List <LongitudinalReinforcement> longReif;
List <TransverseReinforcement> tranReif;
double longCover, tranCover;
if (section.CheckSectionAndExtractParameters(out outerProfileEdges, out innerProfileEdges, out longReif, out tranReif, out longCover, out tranCover))
{
TransformMatrix transformation = bar.BarSectionTranformation();
double length = bar.Length();
List <IBarReinforcement> barReinf = new List <IBarReinforcement>();
barReinf.AddRange(longReif);
barReinf.AddRange(tranReif);
foreach (IBarReinforcement reif in barReinf)
{
Material material;
if (reif.Material != null)
{
material = Physical.Create.Material(reif.Material);
}
else
{
material = new Material();
}
if (reif is LongitudinalReinforcement)
{
foreach (ICurve centreLine in reif.IReinforcementLayout(longCover, outerProfileEdges, innerProfileEdges, length, transformation))
{
PrimaryReinforcingBar rebar = Physical.Create.PrimaryReinforcingBar(centreLine, reif.Diameter, material);
rebars.Add(rebar);
}
}
else if (reif is TransverseReinforcement)
{
foreach (ICurve centreLine in reif.IReinforcementLayout(tranCover, outerProfileEdges, innerProfileEdges, length, transformation))
{
Stirrup rebar = Physical.Create.Stirrup(centreLine, reif.Diameter, material);
rebars.Add(rebar);
}
}
}
}
return(rebars);
}
