protected override void SolveInstance(IGH_DataAccess DA)
{
Curve curve = null;
Motions motions = null;
Rotations rotations = null;
MotionsPlasticLimits motionsPlasticLimit = null;
RotationsPlasticLimits rotationsPlasticLimit = null;
bool movingLocal = false;
if (!DA.GetData(0, ref curve))
{
return;
}
if (!DA.GetData(1, ref motions))
{
return;
}
if (!DA.GetData(2, ref rotations))
{
return;
}
DA.GetData(3, ref motionsPlasticLimit);
DA.GetData(4, ref rotationsPlasticLimit);
DA.GetData(5, ref movingLocal);
Vector3d v = Vector3d.Zero;
DA.GetData(6, ref v);
bool orientLCS = true;
DA.GetData(7, ref orientLCS);
string identifier = "S";
DA.GetData(8, ref identifier);
if (curve == null || identifier == null)
{
return;
}
Geometry.Edge edge = Convert.FromRhinoLineOrArc1(curve);
var obj = new Supports.LineSupport(edge, motions, motionsPlasticLimit, rotations, rotationsPlasticLimit, movingLocal, identifier);
// Set local y-axis
if (!v.Equals(Vector3d.Zero))
{
obj.Group.LocalY = v.FromRhino();
}
else // Orient coordinate system to GCS
{
if (orientLCS)
{
obj.Group.OrientCoordinateSystemToGCS();
}
}
DA.SetData(0, obj);
}
static void Main()
{
// EXAMPLE 4: EDITING AN EXISTING MODEL
// In this example, we will edit an existing model by isolating a floor and replacing supporting
// walls and pillars with appropriate supports. Using height as a point of comparison we can find
// which elements to reuse from the old model, and create a new model with our selected elements.
// This example was last updated 2022-04-13, using the ver. 21.1.0 FEM-Design API.
// READ THE MODEL:
// Deserialize the current model to access all the data in the .struxml file.
FemDesign.Model model = FemDesign.Model.DeserializeFromFilePath("Example 4 - model.struxml");
// ISOLATE A FLOOR:
// Choose which floor will be singled out.
int floor = 3;
FemDesign.StructureGrid.Storey storey = model.Entities.Storeys.Storey[floor];
List <GenericClasses.IStructureElement> storeyAsList = new List <GenericClasses.IStructureElement> {
storey
};
double zCoord = storey.Origo.Z;
// POINT SUPPORTS:
// Find all pillars supporting the chosen floor, and place point supports in their place.
// We can use the fact that point [1] of any pillar is always the highest one.
var supports = new List <GenericClasses.ISupportElement>();
for (int i = 0; i < model.Entities.Bars.Count; i++)
{
Bars.Bar tempBar = model.Entities.Bars[i];
if (tempBar.BarPart.Type != Bars.BarType.Column)
{
continue;
}
if (Math.Abs(tempBar.BarPart.Edge.Points[1].Z - zCoord) < Tolerance.LengthComparison)
{
var tempSupport = new Supports.PointSupport(
point: new Geometry.FdPoint3d(tempBar.BarPart.Edge.Points[1].X, tempBar.BarPart.Edge.Points[1].Y, zCoord),
motions: Releases.Motions.RigidPoint(),
rotations: Releases.Rotations.Free()
);
supports.Add(tempSupport);
}
}
// ELEMENTS:
// The model only contains plates and walls, so we will not be looking for beams etc.
// We are looking for the floor plate at the right height, and the walls below it to
// replace them with line supports.
var elements = new List <GenericClasses.IStructureElement>();
// TESTING SLABS:
// Slabs have a property which indicates if they are floors (plate) or walls (wall).
// Based on this, we can sort out if we want to use them as an element or place a
// line support in their stead.
for (int i = 0; i < model.Entities.Slabs.Count; i++)
{
Shells.Slab tempSlab = model.Entities.Slabs[i];
if (tempSlab.Type == Shells.SlabType.Plate && Math.Abs(tempSlab.SlabPart.LocalPos.Z - zCoord) < Tolerance.LengthComparison)
{
elements.Add(tempSlab);
}
else if (tempSlab.Type == Shells.SlabType.Wall)
{
if (Math.Abs(tempSlab.SlabPart.Region.Contours[0].Edges[2].Points[0].Z - zCoord) < Tolerance.LengthComparison)
{
// Creating supports with translational stiffnes in the Z direction only.
var tempSupport = new Supports.LineSupport(
edge: tempSlab.SlabPart.Region.Contours[0].Edges[2],
motions: new Releases.Motions(0, 0, 0, 0, 10E7, 10E7),
rotations: new Releases.Rotations(0, 0, 0, 0, 0, 0),
movingLocal: true
);
supports.Add(tempSupport);
}
}
}
// TESTING PANELS:
// Panels do not have the same property as slabs. Instead, we compare the height of all the
// edge curves of the panel to discern if it is horizontal or not.
for (int i = 0; i < model.Entities.Panels.Count; i++)
{
Shells.Panel tempPanel = model.Entities.Panels[i];
bool isSlab = true;
for (int j = 0; j < tempPanel.Region.Contours[0].Edges.Count; j++)
{
if (tempPanel.Region.Contours[0].Edges[j].Points[0].Z != tempPanel.Region.Contours[0].Edges[j].Points[1].Z)
{
isSlab = false;
break;
}
}
if (isSlab && Math.Abs(tempPanel.Region.Contours[0].Edges[0].Points[0].Z - zCoord) < Tolerance.LengthComparison)
{
elements.Add(tempPanel);
}
else if (!isSlab && Math.Abs(tempPanel.Region.Contours[0].Edges[2].Points[0].Z - zCoord) < Tolerance.LengthComparison)
{
// Creating supports with translational stiffnes in the Z direction only.
var tempSupport = new Supports.LineSupport(
edge: tempPanel.Region.Contours[0].Edges[2],
motions: new Releases.Motions(0, 0, 0, 0, 10E7, 10E7),
rotations: new Releases.Rotations(0, 0, 0, 0, 0, 0),
movingLocal: true
);
supports.Add(tempSupport);
}
}
// LOADS:
// Similar to supports and elements, we will reuse loads from the model if they are on the correct height
var loads = new List <GenericClasses.ILoadElement>();
for (int i = 0; i < model.Entities.Loads.LineLoads.Count; i++)
{
if (Math.Abs(model.Entities.Loads.LineLoads[i].Edge.XAxis.Z - zCoord) < Tolerance.LengthComparison)
{
loads.Add(model.Entities.Loads.LineLoads[i]);
}
}
for (int i = 0; i < model.Entities.Loads.SurfaceLoads.Count; i++)
{
Loads.SurfaceLoad tempLoad = model.Entities.Loads.SurfaceLoads[i];
if (Math.Abs(tempLoad.Region.Contours[0].Edges[0].Points[0].Z - zCoord) < Tolerance.LengthComparison)
{
loads.Add(tempLoad);
}
}
// CREATE NEW MODEL:
// With a new model, we can add all our gathered elements to it. We can also take load cases,
// load combinations, and the storey marker directly from the old model.
FemDesign.Model newModel = new FemDesign.Model(Country.S);
newModel.AddElements(elements);
newModel.AddSupports(supports);
newModel.AddLoads(loads);
newModel.AddLoadCases(model.Entities.Loads.LoadCases);
newModel.AddLoadCombinations(model.Entities.Loads.LoadCombinations);
newModel.AddElements(storeyAsList);
// SAVE AND RUN:
// Create a file path for the new model, serialize it, and run the script!
string path = Path.GetFullPath("output/edited_model.struxml");
if (!Directory.Exists("output"))
{
Directory.CreateDirectory("output");
}
newModel.SerializeModel(path);
Console.WriteLine($"Opening file at {path}");
var app = new Calculate.Application();
app.OpenStruxml(path, false);
}
/// <summary>
/// Get Rhino Curve from LineSupport.
/// </summary>
internal static Rhino.Geometry.Curve GetRhinoGeometry(this Supports.LineSupport lineSupport)
{
return(lineSupport.Edge.ToRhino());
}
