protected override void SolveInstance(IGH_DataAccess DA)
{
// get data
Brep brep = null;
FemDesign.Reinforcement.Straight straight = null;
FemDesign.Reinforcement.Wire wire = null;
if (!DA.GetData(0, ref brep))
{
return;
}
if (!DA.GetData(1, ref straight))
{
return;
}
if (!DA.GetData(2, ref wire))
{
return;
}
if (brep == null || straight == null || wire == null)
{
return;
}
// convert geometry
FemDesign.Geometry.Region region = brep.FromRhino();
//
FemDesign.Reinforcement.SurfaceReinforcement obj = FemDesign.Reinforcement.SurfaceReinforcement.DefineStraightSurfaceReinforcement(region, straight, wire);
// return
DA.SetData(0, obj);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
// get data
Brep brep = null;
List <FemDesign.Bars.Bar> bars = new List <FemDesign.Bars.Bar>();
List <FemDesign.Shells.Slab> slabs = new List <FemDesign.Shells.Slab>();
Vector3d vector = Vector3d.XAxis;
string identifier = "CO";
if (!DA.GetData(0, ref brep))
{
return;
}
if (!DA.GetDataList(1, bars))
{
// pass
}
if (!DA.GetDataList(2, slabs))
{
// pass
}
if (!DA.GetData(3, ref vector))
{
// pass
}
if (!DA.GetData(4, ref identifier))
{
// pass
}
if (brep == null || bars == null || slabs == null || vector == null || identifier == null)
{
return;
}
// create list of supporting structures
List <object> structures = new List <object>();
foreach (FemDesign.Bars.Bar bar in bars)
{
structures.Add(bar);
}
foreach (FemDesign.Shells.Slab slab in slabs)
{
structures.Add(slab);
}
// convert geometry
FemDesign.Geometry.Region region = brep.FromRhino();
FemDesign.Geometry.FdVector3d fdVector3d = vector.FromRhino().Normalize();
//
FemDesign.Cover obj = FemDesign.Cover.OneWayCover(region, structures, fdVector3d, identifier);
// return
DA.SetData(0, obj);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
// get data
Brep surface = null;
Vector3d direction = Vector3d.Zero;
LoadCase loadCase = null;
double z0 = 0, q0 = 0, qh = 0;
string comment = null;
if (!DA.GetData(0, ref surface))
{
return;
}
if (!DA.GetData(1, ref direction))
{
return;
}
if (!DA.GetData(2, ref loadCase))
{
return;
}
if (!DA.GetData(3, ref z0))
{
return;
}
if (!DA.GetData(4, ref q0))
{
return;
}
if (!DA.GetData(5, ref qh))
{
return;
}
if (!DA.GetData(6, ref comment))
{
// pass
}
if (surface == null || loadCase == null)
{
return;
}
// transform geometry
FemDesign.Geometry.Region region = surface.FromRhino();
FemDesign.Geometry.FdVector3d loadDirection = direction.FromRhino().Normalize();
PressureLoad obj = new PressureLoad(region, loadDirection, z0, q0, qh, loadCase, comment, false, ForceLoadType.Force);
// return
DA.SetData(0, obj);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
// get data
Brep surface = null;
Vector3d direction = Vector3d.Zero;
List <FemDesign.Loads.LoadLocationValue> loads = new List <FemDesign.Loads.LoadLocationValue>();
FemDesign.Loads.LoadCase loadCase = null;
string comment = null;
if (!DA.GetData(0, ref surface))
{
return;
}
if (!DA.GetData(1, ref direction))
{
return;
}
if (!DA.GetDataList(2, loads))
{
return;
}
if (!DA.GetData(3, ref loadCase))
{
return;
}
if (!DA.GetData(4, ref comment))
{
// pass
}
if (surface == null || loads == null || loadCase == null)
{
return;
}
if (loads.Count != 3)
{
throw new System.ArgumentException("Load must contain exactly 3 items");
}
// transform geometry
FemDesign.Geometry.Region region = surface.FromRhino();
FemDesign.Geometry.FdVector3d fdVector = direction.FromRhino().Normalize();
//
FemDesign.Loads.SurfaceLoad obj = FemDesign.Loads.SurfaceLoad.Variable(region, fdVector, loads, loadCase, false, comment);
// return
DA.SetData(0, obj);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
Brep surface = null;
Vector3d direction = Vector3d.Zero;
List <FemDesign.Loads.LoadLocationValue> loads = new List <FemDesign.Loads.LoadLocationValue>();
FemDesign.Loads.LoadCase loadCase = null;
bool loadProjection = false;
string comment = "";
if (!DA.GetData("Surface", ref surface))
{
return;
}
if (!DA.GetData("Direction", ref direction))
{
return;
}
if (!DA.GetDataList("LoadLocationValue", loads))
{
return;
}
DA.GetData("LoadProjection", ref loadProjection);
if (!DA.GetData("LoadCase", ref loadCase))
{
return;
}
DA.GetData("Comment", ref comment);
if (surface == null || loads == null || loadCase == null)
{
return;
}
if (loads.Count != 3)
{
throw new System.ArgumentException("Load must contain exactly 3 items");
}
// Convert geometry
FemDesign.Geometry.Region region = surface.FromRhino();
FemDesign.Geometry.FdVector3d fdVector = direction.FromRhino().Normalize();
FemDesign.Loads.SurfaceLoad obj = FemDesign.Loads.SurfaceLoad.Variable(region, fdVector, loads, loadCase, loadProjection, comment);
DA.SetData("SurfaceLoad", obj);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
// get data
Brep surface = null;
Vector3d force = Vector3d.Zero;
FemDesign.Loads.LoadCase loadCase = null;
string comment = "";
if (!DA.GetData(0, ref surface))
{
return;
}
if (!DA.GetData(1, ref force))
{
return;
}
if (!DA.GetData(2, ref loadCase))
{
return;
}
if (!DA.GetData(3, ref comment))
{
// pass
}
if (surface == null || force == null || loadCase == null)
{
return;
}
// transform geometry
FemDesign.Geometry.Region region = surface.FromRhino();
FemDesign.Geometry.FdVector3d _force = force.FromRhino();
//
FemDesign.Loads.SurfaceLoad obj = FemDesign.Loads.SurfaceLoad.Uniform(region, _force, loadCase, false, comment);
// return
DA.SetData(0, obj);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
Brep surface = null;
Vector3d force = Vector3d.Zero;
FemDesign.Loads.LoadCase loadCase = null;
bool loadProjection = false;
string comment = "";
if (!DA.GetData("Surface", ref surface))
{
return;
}
if (!DA.GetData("Force", ref force))
{
return;
}
DA.GetData("LoadProjection", ref loadProjection);
if (!DA.GetData("LoadCase", ref loadCase))
{
return;
}
DA.GetData("Comment", ref comment);
if (surface == null || force == null || loadCase == null)
{
return;
}
// Convert geometry
FemDesign.Geometry.Region region = surface.FromRhino();
FemDesign.Geometry.FdVector3d _force = force.FromRhino();
FemDesign.Loads.SurfaceLoad obj = FemDesign.Loads.SurfaceLoad.Uniform(region, _force, loadCase, loadProjection, comment);
DA.SetData("SurfaceLoad", obj);
}
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);
}
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);
}