protected override void SolveInstance(IGH_DataAccess DA)
{
//
Curve curve = null;
bool movingLocal = false;
if (!DA.GetData(0, ref curve))
{
return;
}
if (!DA.GetData(1, ref movingLocal))
{
// pass
}
Vector3d v = Vector3d.Zero;
if (!DA.GetData(2, ref v))
{
// pass
}
bool orientLCS = true;
if (!DA.GetData(3, ref orientLCS))
{
// pass
}
string identifier = "S";
if (!DA.GetData(4, ref identifier))
{
// pass
}
if (curve == null || identifier == null)
{
return;
}
// convert geometry
FemDesign.Geometry.Edge edge = Convert.FromRhinoLineOrArc1(curve);
var obj = FemDesign.Supports.LineSupport.Hinged(edge, movingLocal, identifier);
// set local y-axis
if (!v.Equals(Vector3d.Zero))
{
obj.Group.LocalY = v.FromRhino();
}
// else orient coordinate system to GCS
else
{
if (orientLCS)
{
obj.Group.OrientCoordinateSystemToGCS();
}
}
// return
DA.SetData(0, obj);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
// get data
Curve curve = null;
if (!DA.GetData(0, ref curve))
{
return;
}
Vector3d startForce = Vector3d.Zero;
if (!DA.GetData(1, ref startForce))
{
return;
}
Vector3d endForce = Vector3d.Zero;
if (!DA.GetData(2, ref endForce))
{
// if no data set endForce to startForce to create a uniform line load.
endForce = startForce;
}
FemDesign.Loads.LoadCase loadCase = null;
if (!DA.GetData(3, ref loadCase))
{
return;
}
bool constLoadDir = true;
DA.GetData(4, ref constLoadDir);
string comment = null;
DA.GetData(5, ref comment);
if (curve == null || startForce == null || endForce == null || loadCase == null)
{
return;
}
FemDesign.Geometry.Edge edge = Convert.FromRhinoLineOrArc1(curve);
FemDesign.Geometry.FdVector3d _startForce = startForce.FromRhino();
FemDesign.Geometry.FdVector3d _endForce = endForce.FromRhino();
try
{
var obj = new FemDesign.Loads.LineLoad(edge, _startForce, _endForce, loadCase, Loads.ForceLoadType.Moment, comment, constLoadDir, false);
DA.SetData(0, obj);
}
catch (ArgumentException e)
{
this.AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, e.Message);
}
}
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
Bars.Bar bar = null;
if (DA.GetData(0, ref bar))
{
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.");
return;
}
bar = bar.DeepClone();
}
bool newGuid = false;
if (DA.GetData(1, ref newGuid))
{
if (newGuid)
{
bar.EntityCreated();
bar.BarPart.EntityCreated();
}
}
Curve curve = null;
if (DA.GetData(2, ref curve))
{
// convert geometry
FemDesign.Geometry.Edge edge = Convert.FromRhinoLineOrArc2(curve);
// update edge
bar.BarPart.Edge = edge;
}
FemDesign.Materials.Material material = null;
if (DA.GetData(3, ref material))
{
bar.BarPart.ComplexMaterialObj = material;
}
List <FemDesign.Sections.Section> sections = new List <Sections.Section>();
if (DA.GetDataList(4, sections))
{
bar.BarPart.ComplexSectionObj.Sections = sections.ToArray();
}
List <FemDesign.Bars.Connectivity> connectivities = new List <Bars.Connectivity>();
if (DA.GetDataList(5, connectivities))
{
bar.BarPart.Connectivity = connectivities.ToArray();
}
List <FemDesign.Bars.Eccentricity> eccentricities = new List <Bars.Eccentricity>();
if (DA.GetDataList(6, eccentricities))
{
if (bar.Type != Bars.BarType.Truss)
{
bar.BarPart.ComplexSectionObj.Eccentricities = eccentricities.ToArray();
}
}
Vector3d v = Vector3d.Zero;
if (DA.GetData(7, ref v))
{
bar.BarPart.LocalY = v.FromRhino();
}
bool orientLCS = true;
if (DA.GetData(8, ref orientLCS))
{
bar.BarPart.OrientCoordinateSystemToGCS();
}
string identifier = null;
if (DA.GetData(9, ref identifier))
{
bar.Identifier = identifier;
bar.BarPart.Identifier = bar.Identifier;
}
// 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))
{
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);
}