protected override void SolveInstance(IGH_DataAccess DA)
{
FemDesign.Bars.Bar bar = null;
FemDesign.Bars.Buckling.BucklingLength flexuralStiff = null;
FemDesign.Bars.Buckling.BucklingLength flexuralWeak = null;
FemDesign.Bars.Buckling.BucklingLength pressuredTopFlange = null;
FemDesign.Bars.Buckling.BucklingLength pressuredBottomFlange = null;
if (!DA.GetData(0, ref bar))
{
return;
}
if (!DA.GetData(1, ref flexuralStiff))
{
return;
}
if (!DA.GetData(2, ref flexuralWeak))
{
return;
}
if (!DA.GetData(3, ref pressuredTopFlange))
{
return;
}
if (!DA.GetData(4, ref pressuredBottomFlange))
{
return;
}
//
DA.SetData(0, FemDesign.Bars.Buckling.BucklingData.SetOnSteelBar(bar, flexuralStiff, flexuralWeak, pressuredTopFlange, pressuredBottomFlange));
}
protected override void SolveInstance(IGH_DataAccess DA)
{
FemDesign.Bars.Bar bar = null;
FemDesign.Bars.Buckling.BucklingLength flexuralStiff = null;
FemDesign.Bars.Buckling.BucklingLength flexuralWeak = null;
FemDesign.Bars.Buckling.BucklingLength lateralTorsional = null;
if (!DA.GetData(0, ref bar))
{
return;
}
if (!DA.GetData(1, ref flexuralStiff))
{
return;
}
if (!DA.GetData(2, ref flexuralWeak))
{
return;
}
if (!DA.GetData(3, ref lateralTorsional))
{
return;
}
//
DA.SetData(0, FemDesign.Bars.Buckling.BucklingData.SetOnTimberBar(bar, flexuralStiff, flexuralWeak, lateralTorsional));
}
public static Dictionary <string, object> BarDeconstruct(FemDesign.Bars.Bar bar)
{
Dictionary <string, object> result = new Dictionary <string, object>();
result.Add("Guid", bar.Guid);
result.Add("Curve", bar.GetDynamoCurve());
result.Add("Type", bar.Type);
result.Add("Material", bar.BarPart.ComplexMaterialObj);
if (bar.BarPart.ComplexSectionObj != null)
{
result.Add("Section", bar.BarPart.ComplexSectionObj.Sections);
}
else if (bar.BarPart.Type == Bars.BarType.Truss)
{
result.Add("Section", new List <Sections.Section> {
bar.BarPart.TrussUniformSectionObj
});
}
else if (bar.BarPart.HasComplexCompositeRef || bar.BarPart.HasDeltaBeamComplexSectionRef)
{
result.Add("Section", null);
throw new System.Exception("Composite Section in the model. The object has not been implemented yet. Please, get in touch if needed.");
}
result.Add("Connectivity", bar.BarPart.Connectivity);
var eccentricity = (bar.BarPart.ComplexSectionObj != null) ? bar.BarPart.ComplexSectionObj.Eccentricities : null;
result.Add("Eccentricity", eccentricity);
result.Add("LocalY", bar.BarPart.LocalY.ToDynamo());
result.Add("Stirrups", bar.Stirrups);
result.Add("LongitudinalBars", bar.LongitudinalBars);
result.Add("PTC", bar.Ptc);
result.Add("Identifier", bar.Identifier);
return(result);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
// get data
FemDesign.Bars.Bar bar = null;
if (!DA.GetData(0, ref bar))
{
return;
}
List <FemDesign.Reinforcement.BarReinforcement> barReinforcement = new List <FemDesign.Reinforcement.BarReinforcement>();
if (!DA.GetDataList(1, barReinforcement))
{
return;
}
bool overwrite = true;
if (!DA.GetData(2, ref overwrite))
{
return;
}
if (bar == null || barReinforcement == null)
{
return;
}
// clone bar
var clone = bar.DeepClone();
// clone reinforcement
var reinfClone = barReinforcement.Select(x => x.DeepClone()).ToList();
// add reinforcement
FemDesign.Bars.Bar obj = FemDesign.Reinforcement.BarReinforcement.AddReinforcementToBar(clone, reinfClone, overwrite);
// return
DA.SetData(0, obj);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
// get input
FemDesign.Bars.Bar bar = null;
if (!DA.GetData(0, ref bar))
{
return;
}
if (bar == null)
{
return;
}
// return
DA.SetData(0, bar.Guid);
DA.SetData(1, bar.GetRhinoCurve());
DA.SetData(2, bar.BarPart.ComplexMaterialObj);
DA.SetDataList(3, bar.BarPart.ComplexSectionObj.Sections);
DA.SetDataList(4, bar.BarPart.Connectivity);
DA.SetDataList(5, bar.BarPart.ComplexSectionObj.Eccentricities);
DA.SetData(6, bar.BarPart.LocalY.ToRhino());
DA.SetData(7, bar.Identifier);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
// get input
Curve curve = null;
if (!DA.GetData(0, ref curve))
{
return;
}
FemDesign.Materials.Material material = null;
if (!DA.GetData(1, ref material))
{
material = FemDesign.Materials.MaterialDatabase.GetDefault().MaterialByName("C30/37");
}
FemDesign.Sections.Section section = null;
if (!DA.GetData(2, ref section))
{
section = FemDesign.Sections.SectionDatabase.GetDefault().SectionByName("Concrete sections, Rectangle, 250x600");
}
Vector3d v = Vector3d.Zero;
if (!DA.GetData(3, ref v))
{
// pass
}
bool orientLCS = true;
if (!DA.GetData(4, ref orientLCS))
{
// pass
}
string identifier = "T";
if (!DA.GetData(5, ref identifier))
{
// pass
}
// convert geometry
if (curve.GetType() != typeof(LineCurve))
{
throw new System.ArgumentException("Curve must be a LineCurve");
}
FemDesign.Geometry.Edge edge = Convert.FromRhinoLineCurve((LineCurve)curve);
// bar
var type = FemDesign.Bars.BarType.Truss;
FemDesign.Bars.Bar bar = new FemDesign.Bars.Bar(edge, type, material, section, identifier);
// set local y-axis
if (!v.Equals(Vector3d.Zero))
{
bar.BarPart.LocalY = v.FromRhino();
}
// else orient coordinate system to GCS
else
{
if (orientLCS)
{
bar.BarPart.OrientCoordinateSystemToGCS();
}
}
// return
DA.SetData(0, bar);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
// get input
FemDesign.Bars.Bar bar = null;
if (!DA.GetData(0, ref bar))
{
return;
}
if (bar == null)
{
return;
}
// The following code is to convert 'item' to 'list object'
// It is required to construct the bar without graftening the data
var guidList = new List <object>()
{
bar.Guid
};
var curveList = new List <object>()
{
bar.GetRhinoCurve()
};
var typeList = new List <object>()
{
bar.Type
};
var materialList = new List <object>()
{
bar.BarPart.ComplexMaterialObj
};
var localYList = new List <object>()
{
bar.BarPart.LocalY.ToRhino()
};
// return
DA.SetData(0, bar.Guid);
DA.SetData(1, bar.GetRhinoCurve());
DA.SetData(2, bar.Type);
DA.SetDataList(3, materialList);
if (bar.BarPart.ComplexSectionObj != null)
{
DA.SetDataList(4, bar.BarPart.ComplexSectionObj.Sections);
}
else if (bar.BarPart.HasComplexCompositeRef || bar.BarPart.HasDeltaBeamComplexSectionRef)
{
AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, "The bar has a Composite Section. The object has not been implemented yet. Please, get in touch if needed.");
DA.SetDataList(4, null);
}
else if (bar.BarPart.Type == Bars.BarType.Truss)
{
var truss = new List <Sections.Section> {
bar.BarPart.TrussUniformSectionObj
};
DA.SetDataList(4, truss);
}
else
{
DA.SetDataList(4, null);
}
DA.SetDataList(5, bar.BarPart.Connectivity);
var result = (bar.BarPart.ComplexSectionObj != null) ? bar.BarPart.ComplexSectionObj.Eccentricities : null;
DA.SetDataList(6, result);
DA.SetData(7, bar.BarPart.LocalY.ToRhino());
DA.SetDataList(8, bar.Stirrups);
DA.SetDataList(9, bar.LongitudinalBars);
DA.SetDataList(10, bar.Ptc);
DA.SetData(11, bar.Identifier);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
// get input
Curve curve = null;
if (!DA.GetData(0, ref curve))
{
return;
}
FemDesign.Materials.Material material = null;
if (!DA.GetData(1, ref material))
{
material = FemDesign.Materials.MaterialDatabase.GetDefault().MaterialByName("C30/37");
}
List <FemDesign.Sections.Section> sections = new List <Sections.Section>();
if (!DA.GetDataList(2, sections))
{
sections = new List <Sections.Section>();
sections.Add(FemDesign.Sections.SectionDatabase.GetDefault().SectionByName("Concrete sections, Rectangle, 250x600"));
}
List <FemDesign.Bars.Connectivity> connectivities = new List <Bars.Connectivity>();
if (!DA.GetDataList(3, connectivities))
{
connectivities = new List <Bars.Connectivity> {
FemDesign.Bars.Connectivity.GetRigid()
};
}
List <FemDesign.Bars.Eccentricity> eccentricities = new List <Bars.Eccentricity>();
if (!DA.GetDataList(4, eccentricities))
{
eccentricities = new List <Bars.Eccentricity> {
FemDesign.Bars.Eccentricity.GetDefault()
};
}
Vector3d v = Vector3d.Zero;
if (!DA.GetData(5, ref v))
{
// pass
}
bool orientLCS = true;
if (!DA.GetData(6, ref orientLCS))
{
// pass
}
string identifier = "B";
if (!DA.GetData(7, ref identifier))
{
// pass
}
// convert geometry
FemDesign.Geometry.Edge edge = Convert.FromRhinoLineOrArc2(curve);
// create bar
var type = FemDesign.Bars.BarType.Beam;
FemDesign.Bars.Bar bar = new FemDesign.Bars.Bar(edge, type, material, sections.ToArray(), eccentricities.ToArray(), connectivities.ToArray(), identifier);
// set local y-axis
if (!v.Equals(Vector3d.Zero))
{
bar.BarPart.LocalY = v.FromRhino();
}
// else orient coordinate system to GCS
else
{
if (orientLCS)
{
bar.BarPart.OrientCoordinateSystemToGCS();
}
}
// output
DA.SetData(0, bar);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
// get input
Curve curve = null;
if (!DA.GetData(0, ref curve))
{
return;
}
FemDesign.Materials.Material material = null;
if (!DA.GetData(1, ref material))
{
return;
}
FemDesign.Sections.Section section = null;
if (!DA.GetData(2, ref section))
{
return;
}
double maxCompression = 0;
if (!DA.GetData(3, ref maxCompression))
{
return;
}
bool compressionPlasticity = false;
if (!DA.GetData(4, ref compressionPlasticity))
{
return;
}
double maxTension = 0;
if (!DA.GetData(5, ref maxTension))
{
return;
}
bool tensionPlasticity = false;
if (!DA.GetData(6, ref tensionPlasticity))
{
return;
}
Vector3d v = Vector3d.Zero;
if (!DA.GetData(7, ref v))
{
// pass
}
bool orientLCS = true;
if (!DA.GetData(8, ref orientLCS))
{
// pass
}
string identifier = "T";
if (!DA.GetData(9, ref identifier))
{
// pass
}
if (curve == null || material == null || section == null || identifier == null)
{
return;
}
// convert geometry
if (curve.GetType() != typeof(LineCurve))
{
throw new System.ArgumentException("Curve must be a LineCurve");
}
FemDesign.Geometry.Edge edge = Convert.FromRhinoLineCurve((LineCurve)curve);
// bar
var type = FemDesign.Bars.BarType.Truss;
FemDesign.Bars.Bar bar = new FemDesign.Bars.Bar(edge, type, material, section, identifier);
bar.MaxCompression = maxCompression;
bar.MaxTension = maxTension;
bar.CompressionPlasticity = compressionPlasticity;
bar.TensionPlasticity = tensionPlasticity;
// set local y-axis
if (!v.Equals(Vector3d.Zero))
{
bar.BarPart.LocalY = v.FromRhino();
}
// else orient coordinate system to GCS
else
{
if (orientLCS)
{
bar.BarPart.OrientCoordinateSystemToGCS();
}
}
// return
DA.SetData(0, bar);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
// get input
Curve curve = null;
if (!DA.GetData(0, ref curve))
{
return;
}
FemDesign.Materials.Material material = null;
if (!DA.GetData(1, ref material))
{
return;
}
FemDesign.Sections.Section section = null;
if (!DA.GetData(2, ref section))
{
return;
}
FemDesign.Bars.Connectivity connectivity = FemDesign.Bars.Connectivity.GetRigid();
if (!DA.GetData(3, ref connectivity))
{
// pass
}
FemDesign.Bars.Eccentricity eccentricity = FemDesign.Bars.Eccentricity.GetDefault();
if (!DA.GetData(4, ref eccentricity))
{
// pass
}
Vector3d v = Vector3d.Zero;
if (!DA.GetData(5, ref v))
{
// pass
}
bool orientLCS = true;
if (!DA.GetData(6, ref orientLCS))
{
// pass
}
string identifier = "B";
if (!DA.GetData(7, ref identifier))
{
// pass
}
if (curve == null || material == null || section == null || connectivity == null || eccentricity == null || identifier == null)
{
return;
}
// convert geometry
FemDesign.Geometry.Edge edge = curve.FromRhinoLineOrArc2();
// create bar
var type = FemDesign.Bars.BarType.Beam;
FemDesign.Bars.Bar bar = new FemDesign.Bars.Bar(edge, type, material, section, eccentricity, connectivity, identifier);
// set local y-axis
if (!v.Equals(Vector3d.Zero))
{
bar.BarPart.LocalY = v.FromRhino();
}
// else orient coordinate system to GCS
else
{
if (orientLCS)
{
bar.BarPart.OrientCoordinateSystemToGCS();
}
}
// output
DA.SetData(0, bar);
}
