protected override void SolveInstance(IGH_DataAccess DA)
{
// get input
FemDesign.Shells.Slab slab = null;
double avgMeshSize = 0;
if (!DA.GetData(0, ref slab))
{
return;
}
if (!DA.GetData(1, ref avgMeshSize))
{
return;
}
if (slab == null)
{
return;
}
//
FemDesign.Shells.Slab obj = FemDesign.Shells.Slab.AverageSurfaceElementSize(slab, avgMeshSize);
//
DA.SetData(0, obj);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
// get data
FemDesign.Shells.Slab slab = null;
List <FemDesign.Reinforcement.SurfaceReinforcement> surfaceReinforcement = new List <FemDesign.Reinforcement.SurfaceReinforcement>();
if (!DA.GetData(0, ref slab))
{
return;
}
if (!DA.GetDataList(1, surfaceReinforcement))
{
return;
}
if (slab == null || surfaceReinforcement == null)
{
return;
}
//
FemDesign.Shells.Slab obj = FemDesign.Reinforcement.SurfaceReinforcement.AddReinforcementToSlab(slab, surfaceReinforcement);
// return
DA.SetData(0, obj);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
// get input
FemDesign.Shells.Slab slab = null;
if (!DA.GetData(0, ref slab))
{
return;
}
if (slab == null)
{
return;
}
// return
DA.SetData(0, slab.Guid);
DA.SetData(1, slab.SlabPart.GetRhinoSurface());
DA.SetDataList(2, slab.SlabPart.Thickness);
DA.SetData(3, slab.Material);
DA.SetData(4, slab.SlabPart.ShellEccentricity);
DA.SetData(5, slab.SlabPart.ShellOrthotropy);
DA.SetDataList(6, slab.SlabPart.GetRhinoCurves());
DA.SetDataList(7, slab.SlabPart.GetEdgeConnections());
DA.SetData(8, slab.SlabPart.LocalX.ToRhino());
DA.SetData(9, slab.SlabPart.LocalY.ToRhino());
DA.SetData(10, slab.SurfaceReinforcementParameters);
DA.SetDataList(11, slab.SurfaceReinforcement);
DA.SetData(12, slab.Name);
}
public static Dictionary <string, object> SlabDeconstruct(FemDesign.Shells.Slab slab)
{
return(new Dictionary <string, object>
{
{ "Guid", slab.Guid },
{ "Surface", slab.SlabPart.Region.ToDynamoSurface() },
{ "ThicknessItems", slab.SlabPart.Thickness },
{ "Material", slab.Material },
{ "ShellEccentricity", slab.SlabPart.ShellEccentricity },
{ "ShellOrthotropy", slab.SlabPart.ShellOrthotropy },
{ "EdgeCurves", slab.SlabPart.Region.ToDynamoCurves() },
{ "EdgeConnections", slab.SlabPart.GetEdgeConnections() },
{ "LocalX", slab.SlabPart.LocalX.ToDynamo() },
{ "LocalY", slab.SlabPart.LocalY.ToDynamo() },
{ "SurfaceReinforcementParameters", slab.SurfaceReinforcementParameters },
{ "SurfaceReinforcement", slab.SurfaceReinforcement },
{ "Identifier", slab.Name }
});
}
protected override void SolveInstance(IGH_DataAccess DA)
{
// get input
Brep surface = null;
if (!DA.GetData(0, ref surface))
{
return;
}
double thickness = 0;
if (!DA.GetData(1, ref thickness))
{
return;
}
FemDesign.Materials.Material material = null;
if (!DA.GetData(2, ref material))
{
return;
}
FemDesign.Shells.ShellEccentricity eccentricity = FemDesign.Shells.ShellEccentricity.GetDefault();
if (!DA.GetData(3, ref eccentricity))
{
// pass
}
FemDesign.Shells.ShellOrthotropy orthotropy = FemDesign.Shells.ShellOrthotropy.GetDefault();
if (!DA.GetData(4, ref orthotropy))
{
// pass
}
FemDesign.Shells.EdgeConnection edgeConnection = FemDesign.Shells.EdgeConnection.GetRigid();
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
}
string identifier = "P";
if (!DA.GetData(8, ref identifier))
{
// pass
}
if (surface == null || material == null || eccentricity == null || orthotropy == null || edgeConnection == null || identifier == null)
{
return;
}
//
FemDesign.Geometry.Region region = surface.FromRhino();
//
List <FemDesign.Shells.Thickness> thicknessObj = new List <FemDesign.Shells.Thickness>();
thicknessObj.Add(new FemDesign.Shells.Thickness(region.CoordinateSystem.Origin, thickness));
//
FemDesign.Shells.Slab obj = FemDesign.Shells.Slab.Plate(identifier, material, region, edgeConnection, eccentricity, orthotropy, thicknessObj);
// set local x-axis
if (!x.Equals(Vector3d.Zero))
{
obj.SlabPart.LocalX = x.FromRhino();
}
// set local z-axis
if (!z.Equals(Vector3d.Zero))
{
obj.SlabPart.LocalZ = z.FromRhino();
}
// return
DA.SetData(0, obj);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
// get input
Brep surface = null;
if (!DA.GetData(0, ref surface))
{
return;
}
List <FemDesign.Shells.Thickness> thickness = new List <FemDesign.Shells.Thickness>();
if (!DA.GetDataList(1, thickness))
{
return;
}
FemDesign.Materials.Material material = null;
if (!DA.GetData(2, ref material))
{
return;
}
FemDesign.Shells.ShellEccentricity eccentricity = FemDesign.Shells.ShellEccentricity.GetDefault();
if (!DA.GetData(3, ref eccentricity))
{
// pass
}
FemDesign.Shells.ShellOrthotropy orthotropy = FemDesign.Shells.ShellOrthotropy.GetDefault();
if (!DA.GetData(4, ref orthotropy))
{
// pass
}
FemDesign.Shells.EdgeConnection edgeConnection = FemDesign.Shells.EdgeConnection.GetRigid();
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
}
string identifier = "W";
if (!DA.GetData(8, ref identifier))
{
// pass
}
if (surface == null || thickness == null || material == null || eccentricity == null || orthotropy == null || edgeConnection == null)
{
return;
}
if (thickness.Count != 2)
{
throw new System.ArgumentException("Thickness must contain exactly 2 items.");
}
// convert geometry
FemDesign.Geometry.Region region = surface.FromRhino();
//
FemDesign.Shells.Slab obj = FemDesign.Shells.Slab.Wall(identifier, material, region, edgeConnection, eccentricity, orthotropy, thickness);
// set local x-axis
if (!x.Equals(Vector3d.Zero))
{
obj.SlabPart.LocalX = x.FromRhino();
}
// set local z-axis
if (!z.Equals(Vector3d.Zero))
{
obj.SlabPart.LocalZ = z.FromRhino();
}
// return
DA.SetData(0, obj);
}
