public static object To_DynamoObj_sPointSupport(sPointSupport pointSupport)
{
sDynamoConverter dyncon = new sDynamoConverter("Meters", "Feet");
Dyn.Point lp = (Dyn.Point)dyncon.EnsureUnit((dyncon.ToDynamoPoint(pointSupport.location)));
Dyn.Vector force = null;
if (pointSupport.reaction_force != null)
{
force = dyncon.EnsureUnit_Force(dyncon.ToDynamoVector(pointSupport.reaction_force));
}
Dyn.Vector moment = null;
if (pointSupport.reaction_moment != null)
{
moment = dyncon.EnsureUnit_Force(dyncon.ToDynamoVector(pointSupport.reaction_moment));
}
return(new Dictionary <string, object>
{
{ "location", lp },
{ "supportType", pointSupport.supportType.ToString() },
{ "constraints", pointSupport.constraints },
{ "reactionForce", force },
{ "reactionMoment", moment },
});
}
public static object To_DynamoMeshData(sSystem sghSystem, double colorThreshold = 0.0, double deformation = 0.0)
{
List <List <Dyn.Point> > vertice = null;
List <List <int> > faceIndice = null;
List <List <int> > Rs = null;
List <List <int> > Gs = null;
List <List <int> > Bs = null;
if (sghSystem != null)
{
sDynamoConverter dyncon = new sDynamoConverter();
sRange th = null;
if (colorThreshold > 0.0)
{
th = new sRange(0.0, colorThreshold);
}
dyncon.ToDynamoToolKitMeshData(sghSystem, eColorMode.Stress_Combined_Absolute, out vertice, out faceIndice, out Rs, out Gs, out Bs, deformation, th);
}
return(new Dictionary <string, object>
{
{ "vertice", vertice },
{ "indice", faceIndice },
{ "R", Rs },
{ "G", Gs },
{ "B", Bs }
});
}
public static object AppendMesh(sSystem sghSystem, string meshName, List <double> verticeNineNumbers, int colorA, int colorR, int colorG, int colorB)
{
sDynamoConverter dycon = new sDynamoConverter("Feet", "Meters");
List <string> meshNames = new List <string>();
for (int i = 0; i < sghSystem.meshes.Count; ++i)
{
if (sghSystem.meshes[i].meshName == meshName)
{
sghSystem.meshes.RemoveAt(i);
}
}
sMesh sm = dycon.TosMesh(dycon.EnsureUnit(verticeNineNumbers), new sColor(colorA, colorR, colorG, colorB));
sm.meshName = meshName;
sghSystem.meshes.Add(sm);
foreach (sMesh mm in sghSystem.meshes)
{
meshNames.Add(mm.meshName);
}
return(new Dictionary <string, object>
{
{ "sSystem", sghSystem },
{ "AppendedMeshNames", meshNames }
});
}
public static object To_DynamoObj_sPointLoad(sPointLoad pointLoad)
{
sDynamoConverter dyncon = new sDynamoConverter("Meters", "Feet");
Dyn.Point lp = (Dyn.Point)dyncon.EnsureUnit((dyncon.ToDynamoPoint(pointLoad.location)));
//Dyn.PolyCurve pc = (Dyn.PolyCurve) dyncon.EnsureUnit((dyncon.ToDynamoPolyCurve(pointLoad.tributaryArea.areaBoundary)));
Dyn.Vector force = null;
if (pointLoad.forceVector != null)
{
force = dyncon.ToDynamoVector(dyncon.EnsureUnit(pointLoad).forceVector);
}
Dyn.Vector moment = null;
if (pointLoad.momentVector != null)
{
moment = dyncon.ToDynamoVector(dyncon.EnsureUnit(pointLoad).momentVector);
}
return(new Dictionary <string, object>
{
{ "location", lp },
{ "loadPattern", pointLoad.loadPatternName },
{ "forceVec", force },
{ "momentVec", moment }
});
}
public static object To_DynamoObj_sBeamPreview(sFrame beam)
{
sDynamoConverter dyncon = new sDynamoConverter("Meters", "Feet");
return(new Dictionary <string, object>
{
{ "beamPreview", dyncon.EnsureUnit(dyncon.ToDynamoBeamPreview(beam)) }
});
}
public static object To_DynamoObj_sLineLoad(sLineLoad lineLoad)
{
sDynamoConverter dyncon = new sDynamoConverter("Meters", "Feet");
return(new Dictionary <string, object>
{
{ "loadPattern", lineLoad.loadPatternName },
{ "loadType", lineLoad.loadType.ToString() },
{ "loadForce", dyncon.EnsureUnit_Force(dyncon.ToDynamoVector(lineLoad.load_Force)) },
{ "loadMoment", dyncon.EnsureUnit_Force(dyncon.ToDynamoVector(lineLoad.load_Moment)) }
});
}
public static object To_DynamoObj_sBeam(sFrame beam)
{
sDynamoConverter dyncon = new sDynamoConverter("Meters", "Feet");
return(new Dictionary <string, object>
{
{ "beamName", beam.frameName },
{ "beamID", beam.frameID },
{ "beamLine", dyncon.EnsureUnit(dyncon.ToDynamoLine(beam.axis)) },
{ "crossSection", beam.crossSection },
{ "lineLoads", beam.lineLoads }
});
}
public static object Get_sRectangularSection(sMaterial material, double width_in, double depth_in, double thickness_in = 0.0)
{
sCrossSection cs = new sCrossSection();
string shapeN = "";
if (Math.Abs(width_in - depth_in) < 0.0001)
{
cs.sectionType = eSectionType.SQUARE;
shapeN += "Square_" + width_in + "x" + depth_in;
}
else
{
cs.sectionType = eSectionType.RECTANGLAR;
shapeN += "Rectangular_" + width_in + "x" + depth_in;
}
if (thickness_in > 0.0)
{
shapeN += "x" + thickness_in;
}
sDynamoConverter dycon = new sDynamoConverter("Feet", "Meters");
width_in /= 12.0;
depth_in /= 12.0;
thickness_in /= 12.0;
width_in = Math.Round(width_in, 3);
depth_in = Math.Round(depth_in, 3);
thickness_in = Math.Round(thickness_in, 3);
cs.dimensions = new List <double>();
cs.dimensions.Add(dycon.EnsureUnit_Dimension(width_in));
cs.dimensions.Add(dycon.EnsureUnit_Dimension(depth_in));
if (thickness_in > 0.0)
{
cs.dimensions.Add(dycon.EnsureUnit_Dimension(thickness_in));
}
cs.shapeName = shapeN;
cs.material = material;
return(new Dictionary <string, object>
{
{ "sCrossSection", cs }
});
}
public static object sBeamSetByCurves(string beamSetName, List <Dyn.Curve> beamSetCurves, List <sCrossSection> crossSections)
{
List <sFrameSet> sets = new List <sFrameSet>();
//how to get Revit Unit?...
sDynamoConverter dycon = new sDynamoConverter("Feet", "Meters");
for (int i = 0; i < beamSetCurves.Count; ++i)
{
double len = beamSetCurves[i].Length;
if (len > 0.005)
{
Dyn.Curve dc = dycon.EnsureUnit(beamSetCurves[i]) as Dyn.Curve;
sCurve setCrv = dycon.TosCurve(Dyn.PolyCurve.ByJoinedCurves(new Dyn.Curve[] { dc }));
sFrameSet bset = new sFrameSet(setCrv);
bset.frameSetName = beamSetName;
bset.setId = i;
if (crossSections.Count == 1)
{
bset.crossSection = crossSections[0] as sCrossSection;
}
else if (crossSections.Count == beamSetCurves.Count)
{
bset.crossSection = crossSections[i] as sCrossSection;
}
sets.Add(bset);
dc.Dispose();
}
}
//for(int i = 0; i < beamSetCurves.Count; ++i)
//{
// beamSetCurves[i].Dispose();
//}
return(new Dictionary <string, object>
{
{ "sBeamSets", sets }
});
}
public static object Get_sRoundSection(sMaterial material, double diameter_in, double thickness_in = 0.0)
{
sCrossSection cs = new sCrossSection();
eSectionType stype = eSectionType.ROUND;
cs.sectionType = stype;
string shapeN = "Round_" + diameter_in;
if (thickness_in > 0.0)
{
shapeN += "x" + thickness_in;
}
cs.shapeName = shapeN;
sDynamoConverter dycon = new sDynamoConverter("Feet", "Meters");
diameter_in /= 12.0;
thickness_in /= 12.0;
diameter_in = Math.Round(diameter_in, 3);
thickness_in = Math.Round(thickness_in, 3);
cs.dimensions = new List <double>();
cs.dimensions.Add(dycon.EnsureUnit_Dimension(diameter_in));
if (thickness_in > 0.0)
{
cs.dimensions.Add(dycon.EnsureUnit_Dimension(thickness_in));
}
cs.material = material;
return(new Dictionary <string, object>
{
{ "sCrossSection", cs }
});
}
public static object To_DynamoMesh_Appendix(sSystem sghSystem)
{
List <Dyn.Mesh> emesh = new List <Dyn.Mesh>();
List <List <Color> > verticeColor = null;
if (sghSystem != null)
{
sDynamoConverter dyncon = new sDynamoConverter("Meters", "Feet");
foreach (sMesh sm in sghSystem.meshes)
{
List <Color> vcols;
emesh.Add(dyncon.ToDynamoMesh(sm, out vcols));
verticeColor.Add(vcols);
}
}
return(new Dictionary <string, object>
{
{ "dynamoMesh", emesh }
});
}
public static object To_GroupPointLoad_ByPattern(List <sPointLoad> pointLoads)
{
sDynamoConverter dyncon = new sDynamoConverter("Meters", "Feet");
List <List <sPointLoad> > plGroup = new List <List <sPointLoad> >();
var grouped = pointLoads.GroupBy(l => l.loadPatternName);
foreach (var lgroup in grouped)
{
List <sPointLoad> plList = new List <sPointLoad>();
foreach (sPointLoad pl in lgroup)
{
plList.Add(pl);
}
plGroup.Add(plList);
}
return(new Dictionary <string, object>
{
{ "pointLoadGroup", plGroup }
});
}
public static object To_GroupBeam_ByName(List <sFrame> beams)
{
sDynamoConverter dyncon = new sDynamoConverter("Meters", "Feet");
List <List <sFrame> > plGroup = new List <List <sFrame> >();
var grouped = beams.GroupBy(l => l.frameName);
foreach (var lgroup in grouped)
{
List <sFrame> plList = new List <sFrame>();
foreach (sFrame pl in lgroup)
{
plList.Add(pl);
}
plGroup.Add(plList);
}
return(new Dictionary <string, object>
{
{ "beamGroup", plGroup }
});
}
public static object SplitSegmentize(List <object> sElements, double intersectTolerance = 0.015, double segmentLength = 1.5)
{
sDynamoConverter dycon = new sDynamoConverter("Feet", "Meters");
List <object> pelements = new List <object>();
List <sFrameSet> beamelements = new List <sFrameSet>();
foreach (object iso in sElements)
{
sFrameSet fs = iso as sFrameSet;
if (fs != null)
{
beamelements.Add(fs);
continue;
}
sPointLoad pl = iso as sPointLoad;
if (pl != null)
{
pelements.Add(pl);
continue;
}
sPointSupport ps = iso as sPointSupport;
if (ps != null)
{
pelements.Add(ps);
continue;
}
}
dycon.SplitSegmentizesBeamSet(ref beamelements, intersectTolerance, segmentLength, pelements);
return(new Dictionary <string, object>
{
{ "sBeamSets", beamelements },
{ "sPointElements", pelements }
});
}
public static object sPointSupport(List <Dyn.Point> points, int supportType, string nodeName = "")
{
List <sPointSupport> nodes = new List <sPointSupport>();
sDynamoConverter rhcon = new sDynamoConverter("Feet", "Meters");
if (supportType == 0 || supportType == 1)
{
for (int i = 0; i < points.Count; ++i)
{
Dyn.Point dp = rhcon.EnsureUnit(points[i]) as Dyn.Point;
sXYZ sp = rhcon.TosXYZ(dp);
sPointSupport n = new sPointSupport();
n.location = sp;
if (supportType == 0)
{
n.supportType = eSupportType.FIXED;
}
else if (supportType == 1)
{
n.supportType = eSupportType.PINNED;
}
nodes.Add(n);
dp.Dispose();
}
}
return(new Dictionary <string, object>
{
{ "sPointSupport", nodes }
});
}
public static object Build_sSystem(List <object> sElements, object systemSettings = null)
{
sSystemSetting sysSet = null;
if (systemSettings == null)
{
sysSet = new sSystemSetting();
sysSet.systemOriUnit = "Feet";
sysSet.systemName = "DefaultSetting";
sysSet.currentCase = "DEAD";
sysSet.currentCheckType = eSystemCheckType.StrengthCheck;
sysSet.currentStressThreshold_pascal = 25 * 6894757.28;
sysSet.currentDeflectionThreshold_mm = 100;
sysSet.mergeTolerance_m = 0.005;
sysSet.meshDensity_m = 0.5;
}
else
{
sysSet = systemSettings as sSystemSetting;
}
sSystem jsys = new sSystem();
jsys.systemSettings = sysSet;
List <IsObject> sobjs = new List <IsObject>();
sDynamoConverter dycon = new sDynamoConverter();
jsys.loadPatterns.Add("DEAD");
int supCount = 0;
int nodeID = 0;
foreach (object so in sElements)
{
sFrameSet sb = so as sFrameSet;
if (sb != null)
{
jsys.frameSets.Add(sb);
sobjs.Add(sb);
if (sb.lineLoads != null)
{
foreach (sLineLoad ll in sb.lineLoads)
{
jsys.AwarePatternNames(ll.loadPatternName);
}
}
continue;
}
sPointSupport psup = so as sPointSupport;
if (psup != null)
{
if (jsys.UpdateNodeFromPointElement(psup, nodeID))
{
nodeID++;
}
supCount++;
continue;
}
sPointLoad pl = so as sPointLoad;
if (pl != null)
{
if (jsys.UpdateNodeFromPointElement(pl, nodeID))
{
nodeID++;
jsys.AwarePatternNames(pl.loadPatternName);
}
continue;
}
sLoadCombination com = so as sLoadCombination;
if (com != null)
{
jsys.SetLoadCombination(com);
}
}
if (supCount > 0)
{
//jsys.geometrySettings.systemBoundingBox = dycon.TosBoundingBox(sobjs);
//jsys.SystemName = sysSet.systemName;
return(new Dictionary <string, object>
{
{ "sSystem", jsys }
});
}
else
{
return(new Dictionary <string, object>
{
{ "sSystem", null }
});
}
}
public static object AwareTributaryArea_ByPoints(Dyn.Surface boundarySrf, List <Dyn.Point> pointsForLoad, bool flipDirection)
{
sDynamoConverter dycon = new sDynamoConverter("Feet", "Meters");
List <Dyn.UV> uvs = new List <Dyn.UV>();
//double fac = 10;
//if (flipDirection) fac *= -1;
//foreach (Dyn.Curve seg in Dyn.PolyCurve.ByJoinedCurves(boundarySrf.PerimeterCurves()).Offset(fac).Explode())
//{
// uvs.Add(boundarySrf.UVParameterAtPoint(seg.PointAtParameter(0.5)));
//}
foreach (Dyn.Point lp in pointsForLoad)
{
uvs.Add(boundarySrf.UVParameterAtPoint(lp));
}
List <Dyn.Surface> vorocut = new List <Dyn.Surface>();
foreach (var vc in Voronoi.ByParametersOnSurface(uvs, boundarySrf))
{
Dyn.Curve vcc = vc as Dyn.Curve;
Dyn.Geometry[] ints = boundarySrf.Intersect(vcc);
if (ints != null && ints.Length > 0)
{
for (int i = 0; i < ints.Length; ++i)
{
if (ints[i] is Dyn.Curve)
{
Dyn.Curve ic = ints[i] as Dyn.Curve;
Dyn.Surface isrf = ic.Extrude(Dyn.Vector.ZAxis().Scale(5));
vorocut.Add(isrf);
}
else
{
object t = ints[i];
}
}
}
}
List <Dyn.Surface> voroPattern = new List <Dyn.Surface>();
List <double> voroArea = new List <double>();
List <Dyn.Point> lpts = new List <Dyn.Point>();
Dyn.PolySurface vorocutPoly = Dyn.PolySurface.ByJoinedSurfaces(vorocut);
Dyn.Geometry[] splited = boundarySrf.Split(vorocutPoly);
for (int i = 0; i < splited.Length; ++i)
{
Dyn.Surface vsrf = splited[i] as Dyn.Surface;
if (vsrf != null)
{
//voroPattern.Add(Dyn.PolyCurve.ByJoinedCurves(vsrf.PerimeterCurves()));
voroPattern.Add(vsrf);
voroArea.Add(vsrf.Area);
foreach (Dyn.Point lp in pointsForLoad)
{
if (lp.DistanceTo(vsrf) < 0.005)
{
lpts.Add(lp);
break;
}
}
}
}
//vorocutPoly.Dispose();
return(new Dictionary <string, object>
{
{ "LoadPoints", lpts },
{ "TributaryAreaSrfs", voroPattern },
{ "TributaryArea", voroArea }
});
}