public override Autodesk.DesignScript.Geometry.Curve GetDynCurve()
{
lock (access_obj)
{
using (var ctx = new SteelServices.DocContext())
{
Autodesk.DesignScript.Geometry.PolyCurve poly = null;
var plateFeat = Utils.GetObject(Handle) as Autodesk.AdvanceSteel.Modelling.PlateFeatContour;
if (plateFeat != null)
{
var dynPoints = Utils.ToDynPoints(plateFeat.GetContourPolygon(0), true);
poly = Autodesk.DesignScript.Geometry.Polygon.ByPoints(dynPoints, true);
foreach (var pt in dynPoints)
{
pt.Dispose();
}
}
else
{
var plateFeatx = Utils.GetObject(Handle) as Autodesk.AdvanceSteel.Modelling.PlateContourNotch;
if (plateFeatx != null)
{
Autodesk.AdvanceSteel.Geometry.Matrix3d matrix = plateFeat.CS;
poly = Autodesk.DesignScript.Geometry.PolyCurve.ByJoinedCurves(Utils.ToDynPolyCurves(plateFeatx.GetPolygon(), true));
}
}
return(poly);
}
}
}
public override Autodesk.DesignScript.Geometry.Curve GetDynCurve()
{
lock (access_obj)
{
using (var ctx = new SteelServices.DocContext())
{
var beamFeat = Utils.GetObject(Handle) as Autodesk.AdvanceSteel.Modelling.BeamMultiContourNotch;
Autodesk.AdvanceSteel.Geometry.Matrix3d matrix = beamFeat.CS;
var poly = Autodesk.DesignScript.Geometry.PolyCurve.ByJoinedCurves(Utils.ToDynPolyCurves(beamFeat.GetPolygon(), true));
return(poly);
}
}
}
public override Autodesk.DesignScript.Geometry.Curve GetDynCurve()
{
lock (access_obj)
{
using (var ctx = new SteelServices.DocContext())
{
var beamFeat = Utils.GetObject(Handle) as Autodesk.AdvanceSteel.Modelling.BeamShortening;
Autodesk.AdvanceSteel.Geometry.Matrix3d matrix = beamFeat.CS;
var poly = Autodesk.DesignScript.Geometry.Rectangle.ByWidthLength(Utils.ToDynCoordinateSys(matrix, true),
Utils.FromInternalDistanceUnits(200, true),
Utils.FromInternalDistanceUnits(100, true));
return(poly);
}
}
}
internal RectangularShearStudsPattern(SteelGeometry.Point3d astPoint1, SteelGeometry.Point3d astPoint2, string handleToConnect,
SteelGeometry.Vector3d vx, SteelGeometry.Vector3d vy,
SteelGeometry.Matrix3d coordSyst,
List <Property> shearStudData, int boltCon)
{
lock (access_obj)
{
List <Property> defaultShearStudData = shearStudData.Where(x => x.Level == ".").ToList <Property>();
List <Property> arrangerShearStudData = shearStudData.Where(x => x.Level == "Arranger").ToList <Property>();
List <Property> postWriteDBData = shearStudData.Where(x => x.Level == "Z_PostWriteDB").ToList <Property>();
int temp_nx = (int)arrangerShearStudData.FirstOrDefault <Property>(x => x.Name == "Nx").InternalValue;
int temp_ny = (int)arrangerShearStudData.FirstOrDefault <Property>(x => x.Name == "Ny").InternalValue;
var dx = Utils.GetRectangleLength(astPoint1, astPoint2, vx) / (temp_nx - 1);
Utils.CheckListUpdateOrAddValue(arrangerShearStudData, "Dx", dx, "Arranger");
var dy = Utils.GetRectangleHeight(astPoint1, astPoint2, vx) / (temp_ny - 1);
Utils.CheckListUpdateOrAddValue(arrangerShearStudData, "Dy", dy, "Arranger");
using (var ctx = new SteelServices.DocContext())
{
Autodesk.AdvanceSteel.Modelling.Connector shearStuds = null;
string handle = SteelServices.ElementBinder.GetHandleFromTrace();
if (string.IsNullOrEmpty(handle) || Utils.GetObject(handle) == null)
{
shearStuds = new Autodesk.AdvanceSteel.Modelling.Connector();
Autodesk.AdvanceSteel.Arrangement.Arranger arranger = new Autodesk.AdvanceSteel.Arrangement.RectangularArranger(Matrix2d.kIdentity, dx, dy, temp_nx, temp_ny);
shearStuds.Arranger = arranger;
if (defaultShearStudData != null)
{
Utils.SetParameters(shearStuds, defaultShearStudData);
}
Utils.SetParameters(shearStuds.Arranger, arrangerShearStudData);
shearStuds.WriteToDb();
if (postWriteDBData != null)
{
Utils.SetParameters(shearStuds, postWriteDBData);
}
}
else
{
shearStuds = Utils.GetObject(handle) as Autodesk.AdvanceSteel.Modelling.Connector;
if (shearStuds != null || shearStuds.IsKindOf(FilerObject.eObjectType.kConnector))
{
if (defaultShearStudData != null)
{
Utils.SetParameters(shearStuds, defaultShearStudData);
}
Utils.SetParameters(shearStuds.Arranger, arrangerShearStudData);
if (postWriteDBData != null)
{
Utils.SetParameters(shearStuds, postWriteDBData);
}
}
else
{
throw new System.Exception("Not a shear stud pattern");
}
}
FilerObject obj = Utils.GetObject(handleToConnect);
Autodesk.AdvanceSteel.Modelling.WeldPoint weld = shearStuds.Connect(obj, coordSyst);
weld.AssemblyLocation = (AtomicElement.eAssemblyLocation)boltCon;
Handle = shearStuds.Handle;
SteelServices.ElementBinder.CleanupAndSetElementForTrace(shearStuds);
}
}
}
internal CircularShearStudsPattern(string handleToConnect,
SteelGeometry.Matrix3d coordSyst,
List <Property> shearStudData,
int boltCon)
{
lock (access_obj)
{
using (var ctx = new SteelServices.DocContext())
{
List <Property> defaultShearStudData = shearStudData.Where(x => x.Level == ".").ToList <Property>();
List <Property> arrangerShearStudData = shearStudData.Where(x => x.Level == "Arranger").ToList <Property>();
List <Property> postWriteDBData = shearStudData.Where(x => x.Level == "Z_PostWriteDB").ToList <Property>();
Autodesk.AdvanceSteel.Modelling.Connector shearStuds = null;
string handle = SteelServices.ElementBinder.GetHandleFromTrace();
if (string.IsNullOrEmpty(handle) || Utils.GetObject(handle) == null)
{
var temp_radius = (double)arrangerShearStudData.FirstOrDefault <Property>(x => x.Name == "Radius").InternalValue;
var temp_noss = (int)arrangerShearStudData.FirstOrDefault <Property>(x => x.Name == "NumberOfElements").InternalValue;
shearStuds = new Autodesk.AdvanceSteel.Modelling.Connector();
shearStuds.Arranger = new Autodesk.AdvanceSteel.Arrangement.CircleArranger(Matrix2d.kIdentity, temp_radius, temp_noss);
if (defaultShearStudData != null)
{
Utils.SetParameters(shearStuds, defaultShearStudData);
}
Utils.SetParameters(shearStuds.Arranger, arrangerShearStudData);
shearStuds.WriteToDb();
if (postWriteDBData != null)
{
Utils.SetParameters(shearStuds, postWriteDBData);
}
}
else
{
shearStuds = Utils.GetObject(handle) as Autodesk.AdvanceSteel.Modelling.Connector;
if (shearStuds != null && shearStuds.IsKindOf(FilerObject.eObjectType.kConnector))
{
if (defaultShearStudData != null)
{
Utils.SetParameters(shearStuds, defaultShearStudData);
}
Utils.SetParameters(shearStuds.Arranger, arrangerShearStudData);
if (postWriteDBData != null)
{
Utils.SetParameters(shearStuds, postWriteDBData);
}
}
else
{
throw new System.Exception("Not a shear stud pattern");
}
}
FilerObject obj = Utils.GetObject(handleToConnect);
Autodesk.AdvanceSteel.Modelling.WeldPoint weld = shearStuds.Connect(obj, coordSyst);
weld.AssemblyLocation = (AtomicElement.eAssemblyLocation)boltCon;
Handle = shearStuds.Handle;
SteelServices.ElementBinder.CleanupAndSetElementForTrace(shearStuds);
}
}
}
internal Walls(SteelGeometry.Matrix3d matrix,
double dLength, double dHeight, double thickness,
List <Property> concreteProperties)
{
lock (access_obj)
{
using (var ctx = new SteelServices.DocContext())
{
List <Property> defaultData = concreteProperties.Where(x => x.Level == ".").ToList <Property>();
List <Property> postWriteDBData = concreteProperties.Where(x => x.Level == "Z_PostWriteDB").ToList <Property>();
SteelGeometry.Point3d baseOrigin = new SteelGeometry.Point3d();
SteelGeometry.Vector3d xAxis = new SteelGeometry.Vector3d();
SteelGeometry.Vector3d yAxis = new SteelGeometry.Vector3d();
SteelGeometry.Vector3d zAxis = new SteelGeometry.Vector3d();
matrix.GetCoordSystem(out baseOrigin, out xAxis, out yAxis, out zAxis);
SteelGeometry.Vector3d lengthVec = xAxis * dLength;
SteelGeometry.Vector3d heightVec = zAxis * dHeight;
SteelGeometry.Point3d brPnt = new SteelGeometry.Point3d(baseOrigin).Add(lengthVec);
SteelGeometry.Point3d trPnt = new SteelGeometry.Point3d(brPnt).Add(heightVec);
SteelGeometry.Point3d tlPnt = new SteelGeometry.Point3d(baseOrigin).Add(heightVec);
SteelGeometry.Point3d centerWallPnt = baseOrigin.GetMidPointBetween(trPnt);
SteelGeometry.Point3d[] wallPoints = { baseOrigin, brPnt, trPnt, tlPnt };
double[] cornerRadii = (double[])System.Collections.ArrayList.Repeat(0.0, wallPoints.Length).ToArray(typeof(double));
SteelGeometry.Plane plane = new SteelGeometry.Plane(centerWallPnt, yAxis);
Autodesk.AdvanceSteel.Modelling.Wall wallObject = null;
string handle = SteelServices.ElementBinder.GetHandleFromTrace();
if (string.IsNullOrEmpty(handle) || Utils.GetObject(handle) == null)
{
wallObject = new Autodesk.AdvanceSteel.Modelling.Wall(plane, wallPoints);
wallObject.Thickness = thickness;
Polyline3d outerPoly = new Polyline3d(wallPoints, cornerRadii, true, yAxis, false, 0, true, true);
IEnumerable <ObjectId> deletedFeaturesIds = null;
IEnumerable <ObjectId> newFeaturesIds = null;
wallObject.SetOuterContour(outerPoly, out deletedFeaturesIds, out newFeaturesIds);
if (defaultData != null)
{
Utils.SetParameters(wallObject, defaultData);
}
wallObject.WriteToDb();
if (postWriteDBData != null)
{
Utils.SetParameters(wallObject, postWriteDBData);
}
}
else
{
wallObject = Utils.GetObject(handle) as Autodesk.AdvanceSteel.Modelling.Wall;
if (wallObject != null && wallObject.IsKindOf(FilerObject.eObjectType.kWall))
{
//TODO - Missing SetPolygon
wallObject.DefinitionPlane = plane;
wallObject.Thickness = thickness;
Polyline3d outerPoly = new Polyline3d(wallPoints, cornerRadii, true, yAxis, false, 0, true, true);
IEnumerable <ObjectId> deletedFeaturesIds = null;
IEnumerable <ObjectId> newFeaturesIds = null;
if (defaultData != null)
{
Utils.SetParameters(wallObject, defaultData);
}
wallObject.SetOuterContour(outerPoly, out deletedFeaturesIds, out newFeaturesIds);
if (postWriteDBData != null)
{
Utils.SetParameters(wallObject, postWriteDBData);
}
}
else
{
throw new System.Exception("Not a Wall");
}
}
Handle = wallObject.Handle;
SteelServices.ElementBinder.CleanupAndSetElementForTrace(wallObject);
}
}
}