protected override void SolveInstance(IGH_DataAccess DA)
{
// get input
FemDesign.Sections.SectionDatabase sectionDatabase = null;
string sectionName = null;
if (!DA.GetData(0, ref sectionDatabase))
{
return;
}
if (!DA.GetData(1, ref sectionName))
{
return;
}
if (sectionDatabase == null || sectionName == null)
{
return;
}
//
FemDesign.Sections.Section section = sectionDatabase.SectionByName(sectionName);
// set output
DA.SetData(0, section);
}
public static Dictionary <string, object> SectionDeconstruct(FemDesign.Sections.Section section)
{
return(new Dictionary <string, object>
{
{ "Guid", section.Guid },
{ "Name", section.Name },
{ "Surfaces", section.RegionGroup.ToDynamo() },
{ "SectionType", section.Type },
{ "MaterialType", section.MaterialType },
{ "GroupName", section.GroupName },
{ "TypeName", section.TypeName },
{ "SizeName", section.SizeName }
});
}
protected override void SolveInstance(IGH_DataAccess DA)
{
FemDesign.Sections.Section obj = null;
if (!DA.GetData(0, ref obj))
{
return;
}
DA.SetData(0, obj.Guid);
DA.SetData(1, obj.Name);
DA.SetDataList(2, obj.RegionGroup.ToRhino());
DA.SetData(3, obj.Type);
DA.SetData(4, obj.MaterialType);
DA.SetData(5, obj.GroupName);
DA.SetData(6, obj.TypeName);
DA.SetData(7, obj.SizeName);
}
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
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);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
// get input
Brep surface = null;
if (!DA.GetData(0, ref surface))
{
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.Shells.ShellEccentricity eccentricity = FemDesign.Shells.ShellEccentricity.GetDefault();
if (!DA.GetData(3, ref eccentricity))
{
// pass
}
double orthoRatio = 1;
if (!DA.GetData(4, ref orthoRatio))
{
// pass
}
FemDesign.Shells.EdgeConnection edgeConnection = FemDesign.Shells.EdgeConnection.GetHinged();
if (!DA.GetData(5, ref edgeConnection))
{
// pass
}
Rhino.Geometry.Vector3d x = Vector3d.Zero;
if (!DA.GetData(6, ref x))
{
// pass
}
Rhino.Geometry.Vector3d z = Vector3d.Zero;
if (!DA.GetData(7, ref z))
{
// pass
}
double meshSize = 0;
if (!DA.GetData(8, ref meshSize))
{
// pass
}
string identifier = "PP";
if (!DA.GetData(9, ref identifier))
{
// pass
}
if (surface == null || material == null || section == null || eccentricity == null || edgeConnection == null || identifier == null)
{
return;
}
FemDesign.Geometry.Region region = surface.FromRhino();
//
FemDesign.Shells.Panel obj = FemDesign.Shells.Panel.DefaultContreteContinuous(region, edgeConnection, material, section, identifier, orthoRatio, eccentricity);
// set local x-axis
if (!x.Equals(Vector3d.Zero))
{
obj.LocalX = x.FromRhino();
}
// set local z-axis
if (!z.Equals(Vector3d.Zero))
{
obj.LocalZ = z.FromRhino();
}
// set uniform average mesh size
obj.UniformAvgMeshSize = meshSize;
// return
DA.SetData(0, obj);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
List <Rhino.Geometry.Brep> breps = new List <Rhino.Geometry.Brep>();
if (!DA.GetDataList(0, breps))
{
return;
}
string name = null;
if (!DA.GetData(1, ref name))
{
return;
}
string matType = null;
if (!DA.GetData(2, ref matType))
{
return;
}
string groupName = null;
if (!DA.GetData(3, ref groupName))
{
return;
}
string typeName = null;
if (!DA.GetData(4, ref typeName))
{
return;
}
string sizeName = null;
if (!DA.GetData(5, ref sizeName))
{
return;
}
if (name == null || matType == null || groupName == null || typeName == null || sizeName == null)
{
return;
}
// convert geometry
List <FemDesign.Geometry.Region> regions = new List <FemDesign.Geometry.Region>();
foreach (Rhino.Geometry.Brep brep in breps)
{
regions.Add(brep.FromRhino());
}
// create region group
FemDesign.Geometry.RegionGroup regionGroup = new FemDesign.Geometry.RegionGroup(regions);
// get mat type
FemDesign.Materials.MaterialTypeEnum matTypeEnum = (FemDesign.Materials.MaterialTypeEnum)Enum.Parse(typeof(FemDesign.Materials.MaterialTypeEnum), matType);
// create section
FemDesign.Sections.Section section = new FemDesign.Sections.Section(regionGroup, name, "custom", matTypeEnum, groupName, typeName, sizeName);
// return
DA.SetData(0, section);
}
