internal RectangularAnchorPattern(SteelGeometry.Point3d astPoint1, SteelGeometry.Point3d astPoint2, IEnumerable <string> handlesToConnect,
SteelGeometry.Vector3d vx, SteelGeometry.Vector3d vy,
List <Property> anchorBoltData, int boltCon)
{
lock (access_obj)
{
using (var ctx = new SteelServices.DocContext())
{
Autodesk.AdvanceSteel.Modelling.AnchorPattern anchors = null;
string handle = SteelServices.ElementBinder.GetHandleFromTrace();
var astPointRef = astPoint1 + (astPoint2 - astPoint1) * 0.5;
if (string.IsNullOrEmpty(handle) || Utils.GetObject(handle) == null)
{
anchors = new Autodesk.AdvanceSteel.Modelling.AnchorPattern(astPoint1, astPoint2, vx, vy);
SetAnchorSetOutDetails(anchors, astPoint1 + (astPoint2 - astPoint1) * 0.5, Autodesk.AdvanceSteel.Arrangement.Arranger.eArrangerType.kBounded);
double aLengthX = Utils.GetRectangleLength(astPoint1, astPoint2, vx); // / (anchors.Nx - 1);
double aLengthY = Utils.GetRectangleLength(astPoint1, astPoint2, vy); // / (anchors.Ny - 1);
anchors.SetArrangerLength(aLengthX, 0);
anchors.SetArrangerLength(aLengthY, 1);
Utils.SetParameters(anchors, anchorBoltData);
anchors.WriteToDb();
}
else
{
anchors = Utils.GetObject(handle) as Autodesk.AdvanceSteel.Modelling.AnchorPattern;
if (anchors != null && anchors.IsKindOf(FilerObject.eObjectType.kAnchorPattern))
{
SetAnchorSetOutDetails(anchors, astPoint1 + (astPoint2 - astPoint1) * 0.5, Autodesk.AdvanceSteel.Arrangement.Arranger.eArrangerType.kBounded);
double aLengthX = Utils.GetRectangleLength(astPoint1, astPoint2, vx);
double aLengthY = Utils.GetRectangleLength(astPoint1, astPoint2, vy);
anchors.SetArrangerLength(aLengthX, 0);
anchors.SetArrangerLength(aLengthY, 1);
Utils.SetParameters(anchors, anchorBoltData);
}
else
{
throw new System.Exception("Not an anchor pattern");
}
}
FilerObject[] filerObjects = Utils.GetFilerObjects(handlesToConnect);
anchors.Connect(filerObjects, (AtomicElement.eAssemblyLocation)boltCon);
Handle = anchors.Handle;
SteelServices.ElementBinder.CleanupAndSetElementForTrace(anchors);
}
}
}
internal static void AdjustBeamEnd(Autodesk.AdvanceSteel.Modelling.Beam beam, Autodesk.AdvanceSteel.Geometry.Point3d newPtStart)
{
Autodesk.AdvanceSteel.Geometry.Point3d beamPtStart = beam.GetPointAtStart();
Autodesk.AdvanceSteel.Geometry.Point3d beamPtEnd = beam.GetPointAtEnd();
if (beamPtEnd.IsEqualTo(newPtStart))
{
Autodesk.AdvanceSteel.Geometry.Point3d newBeamEnd = beamPtEnd + (beamPtEnd - beamPtStart) * 0.5;
beam.SetSysEnd(newBeamEnd);
}
}
static public Autodesk.DesignScript.Geometry.Point ToDynPoint(Autodesk.AdvanceSteel.Geometry.Point3d pt, bool bConvertFromAstUnits)
{
double factor = 1.0;
if (bConvertFromAstUnits)
{
var units = AppResolver.Instance.Resolve <IAppInteraction>().DbUnits;
factor = units.UnitOfDistance.Factor;
}
pt = pt * (1 / factor);
return(Autodesk.DesignScript.Geometry.Point.ByCoordinates(pt.x, pt.y, pt.z));
}
internal RectangularBoltPattern(SteelGeometry.Point3d astPoint1, SteelGeometry.Point3d astPoint2,
IEnumerable <string> handlesToConnect,
SteelGeometry.Vector3d vx, SteelGeometry.Vector3d vy,
List <Property> boltData, int boltCon)
{
lock (access_obj)
{
using (var ctx = new SteelServices.DocContext())
{
Autodesk.AdvanceSteel.Modelling.FinitRectScrewBoltPattern bolts = null;
string handle = SteelServices.ElementBinder.GetHandleFromTrace();
if (string.IsNullOrEmpty(handle) || Utils.GetObject(handle) == null)
{
bolts = new Autodesk.AdvanceSteel.Modelling.FinitRectScrewBoltPattern(astPoint1, astPoint2, vx, vy);
bolts.RefPoint = astPoint1 + (astPoint2 - astPoint1) * 0.5;
bolts.Length = Utils.GetRectangleLength(astPoint1, astPoint2, vx);
bolts.Height = Utils.GetRectangleHeight(astPoint1, astPoint2, vy);
Utils.SetParameters(bolts, boltData);
bolts.WriteToDb();
}
else
{
bolts = Utils.GetObject(handle) as Autodesk.AdvanceSteel.Modelling.FinitRectScrewBoltPattern;
if (bolts != null && bolts.IsKindOf(FilerObject.eObjectType.kFinitRectScrewBoltPattern))
{
bolts.XDirection = vx;
bolts.YDirection = vy;
bolts.RefPoint = astPoint1 + (astPoint2 - astPoint1) * 0.5;
bolts.Length = Utils.GetRectangleLength(astPoint1, astPoint2, vx);
bolts.Height = Utils.GetRectangleHeight(astPoint1, astPoint2, vy);
Utils.SetParameters(bolts, boltData);
}
else
{
throw new System.Exception("Not a rectangular pattern");
}
}
FilerObject[] filerObjects = Utils.GetSteelObjectsToConnect(handlesToConnect);
bolts.Connect(filerObjects, (AtomicElement.eAssemblyLocation)boltCon);
Handle = bolts.Handle;
SteelServices.ElementBinder.CleanupAndSetElementForTrace(bolts);
}
}
}
public override Autodesk.DesignScript.Geometry.Curve GetDynCurve()
{
lock (access_obj)
{
using (var ctx = new SteelServices.DocContext())
{
var shearStud = Utils.GetObject(Handle) as Autodesk.AdvanceSteel.Modelling.Connector;
if (shearStud == null)
{
throw new Exception("Null shear stud pattern");
}
var coordSystem = shearStud.CS;
// Vx and Vy direction
var tempVx = new Vector3d(coordSystem.Values[0][0], coordSystem.Values[1][0], coordSystem.Values[2][0]);
var tempVy = new Vector3d(coordSystem.Values[0][1], coordSystem.Values[1][1], coordSystem.Values[2][1]);
var tempXlen = shearStud.Arranger.Dx * (shearStud.Arranger.Nx - 1) / 2.0;
var tempYlen = shearStud.Arranger.Dy * (shearStud.Arranger.Ny - 1) / 2.0;
var temp1 = tempVx * tempXlen;
var temp2 = tempVy * tempYlen;
var pt1 = new SteelGeometry.Point3d(shearStud.CenterPoint);
pt1.Add(temp1 + temp2);
var pt2 = new SteelGeometry.Point3d(shearStud.CenterPoint);
pt2.Add(temp1 - temp2);
var pt3 = new SteelGeometry.Point3d(shearStud.CenterPoint);
pt3.Add(-temp1 - temp2);
var pt4 = new SteelGeometry.Point3d(shearStud.CenterPoint);
pt4.Add(-temp1 + temp2);
{
List <DynGeometry.Point> polyPoints = new List <DynGeometry.Point>
{
Utils.ToDynPoint(pt1, true),
Utils.ToDynPoint(pt2, true),
Utils.ToDynPoint(pt3, true),
Utils.ToDynPoint(pt4, true)
};
return(Autodesk.DesignScript.Geometry.Polygon.ByPoints(polyPoints));
}
}
}
}
static public Autodesk.AdvanceSteel.Geometry.Point3d[] ToAstPoints(Autodesk.DesignScript.Geometry.Point[] pts, bool bConvertToAstUnits)
{
if (pts == null)
{
return(new Autodesk.AdvanceSteel.Geometry.Point3d[0]);
}
Autodesk.AdvanceSteel.Geometry.Point3d[] astPts = new Autodesk.AdvanceSteel.Geometry.Point3d[pts.Length];
for (int nIdx = 0; nIdx < pts.Length; nIdx++)
{
astPts[nIdx] = ToAstPoint(pts[nIdx], bConvertToAstUnits);
}
return(astPts);
}
/// <summary>
/// Create an Advance Steel Circular Anchor Pattern By Center Point and Dynamo Coordinate System
/// </summary>
/// <param name="point"> Input radius center point</param>
/// <param name="anchorCS"> Input Dynamo Coordinate System</param>
/// <param name="objectsToConnect"> Input Objects to be bolted </param>
/// <param name="anchorBoltConnectionType"> Input Bolt Connection type - Shop Bolt Default</param>
/// <param name="additionalAnchorBoltParameters"> Optional Input Bolt Build Properties </param>
/// <returns name="circularAnchorPattern"> anchor</returns>
public static CircularAnchorPattern AtCentrePoint(DynGeometry.Point point,
DynGeometry.CoordinateSystem anchorCS,
IEnumerable <SteelDbObject> objectsToConnect,
[DefaultArgument("2;")] int anchorBoltConnectionType,
[DefaultArgument("null")] List <Property> additionalAnchorBoltParameters)
{
SteelGeometry.Point3d astPointRef = Utils.ToAstPoint(point, true);
var vx = Utils.ToAstVector3d(anchorCS.XAxis, true);
var vy = Utils.ToAstVector3d(anchorCS.YAxis, true);
vx = vx.Normalize();
vy = vy.Normalize();
IEnumerable <string> handles = Utils.GetSteelDbObjectsToConnect(objectsToConnect);
return(new CircularAnchorPattern(astPointRef, handles, vx, vy, additionalAnchorBoltParameters, anchorBoltConnectionType));
}
// custom function here
private void CreateStraightBeam()
{
ProfileName pn = new ProfileName();
ProfilesManager.GetProfTypeAsDefault("I", out pn);
ASGeo.Point3d s1 = ASGeo.Point3d.kOrigin;
ASGeo.Point3d e1 = new ASGeo.Point3d(0, 0, 3500);
ASMod.StraightBeam b1 = new ASMod.StraightBeam(pn.Name, s1, e1, ASGeo.Vector3d.kXAxis);
b1.WriteToDb();
ASGeo.Point3d s2 = new ASGeo.Point3d(0, 0, 3500);
ASGeo.Point3d e2 = new ASGeo.Point3d(0, 3000, 3500);
ASMod.StraightBeam b2 = new ASMod.StraightBeam("AISC 14.1 W Shape#@§@#W10x33", s2, e2, ASGeo.Vector3d.kXAxis);
// ASMod.StraightBeam b2 = new ASMod.StraightBeam("HEA DIN18800-1#@§@#HEA200", s2, e2, ASGeo.Vector3d.kXAxis);
b2.WriteToDb();
}
public override Autodesk.DesignScript.Geometry.Curve GetDynCurve()
{
lock (access_obj)
{
using (var ctx = new SteelServices.DocContext())
{
var boltPattern = Utils.GetObject(Handle) as Autodesk.AdvanceSteel.Modelling.CountableScrewBoltPattern;
if (boltPattern == null)
{
throw new Exception("Null bolt pattern");
}
var temp1 = boltPattern.XDirection * boltPattern.Length / 2.0;
var temp2 = boltPattern.YDirection * boltPattern.Height / 2.0;
var pt1 = new SteelGeometry.Point3d(boltPattern.CenterPoint);
pt1.Add(temp1 + temp2);
var pt2 = new SteelGeometry.Point3d(boltPattern.CenterPoint);
pt2.Add(temp1 - temp2);
var pt3 = new SteelGeometry.Point3d(boltPattern.CenterPoint);
pt3.Add(-temp1 - temp2);
var pt4 = new SteelGeometry.Point3d(boltPattern.CenterPoint);
pt4.Add(-temp1 + temp2);
{
List <DynGeometry.Point> polyPoints = new List <DynGeometry.Point>
{
Utils.ToDynPoint(pt1, true),
Utils.ToDynPoint(pt2, true),
Utils.ToDynPoint(pt3, true),
Utils.ToDynPoint(pt4, true)
};
return(Autodesk.DesignScript.Geometry.Polygon.ByPoints(polyPoints));
}
}
}
}
public override DynGeometry.Curve GetDynCurve()
{
lock (access_obj)
{
using (var ctx = new SteelServices.DocContext())
{
var anchorPattern = Utils.GetObject(Handle) as Autodesk.AdvanceSteel.Modelling.AnchorPattern;
if (anchorPattern == null)
{
throw new Exception("Null anchor pattern");
}
var temp1 = anchorPattern.XDirection * anchorPattern.Dx / 2.0;
var temp2 = anchorPattern.YDirection * anchorPattern.Dy / 2.0;
var pt1 = new SteelGeometry.Point3d(anchorPattern.RefPoint);
pt1.Add(temp1 + temp2);
var pt2 = new SteelGeometry.Point3d(anchorPattern.RefPoint);
pt2.Add(temp1 - temp2);
var pt3 = new SteelGeometry.Point3d(anchorPattern.RefPoint);
pt3.Add(-temp1 - temp2);
var pt4 = new SteelGeometry.Point3d(anchorPattern.RefPoint);
pt4.Add(-temp1 + temp2);
{
List <DynGeometry.Point> polyPoints = new List <DynGeometry.Point>
{
Utils.ToDynPoint(pt1, true),
Utils.ToDynPoint(pt2, true),
Utils.ToDynPoint(pt3, true),
Utils.ToDynPoint(pt4, true)
};
return(Autodesk.DesignScript.Geometry.Polygon.ByPoints(polyPoints));
}
}
}
}
/// <summary>
/// Create an Advance Steel Weld Line By PolyCurve
/// </summary>
/// <param name="polyCurve"> Input Weld PolyCurve</param>
/// <param name="objectsToConnect"> Input Weld Connected Objects</param>
/// <param name="connectionType"> Input Weld Type - 0-OnSite or 2-InShop</param>
/// <returns name="weldLine"> weldLine</returns>
public static WeldLine ByPolyCurve(DynGeometry.PolyCurve polyCurve,
IEnumerable <SteelDbObject> objectsToConnect,
[DefaultArgument("2;")] int connectionType)
{
List <string> handlesList = Utils.GetSteelDbObjectsToConnect(objectsToConnect);
var temp = polyCurve.Curves();
SteelGeometry.Point3d[] astArr = new SteelGeometry.Point3d[temp.Length + 1];
for (int i = 0; i < temp.Length; i++)
{
Point3d startPoint = Utils.ToAstPoint(temp[i].StartPoint, true);
astArr[i] = startPoint;
}
Point3d endPoint = Utils.ToAstPoint(temp[temp.Length - 1].EndPoint, true);
astArr[temp.Length] = endPoint;
return(new WeldLine(astArr, handlesList, connectionType, polyCurve.IsClosed));
}
internal WeldPoint(SteelGeometry.Point3d astPoint, IEnumerable <string> handlesToConnect, int connectionType)
{
lock (access_obj)
{
using (var ctx = new SteelServices.DocContext())
{
Autodesk.AdvanceSteel.Modelling.WeldPoint weld = null;
string handle = SteelServices.ElementBinder.GetHandleFromTrace();
if (string.IsNullOrEmpty(handle) || Utils.GetObject(handle) == null)
{
weld = new Autodesk.AdvanceSteel.Modelling.WeldPoint(astPoint, Vector3d.kXAxis, Vector3d.kYAxis);
weld.WriteToDb();
}
else
{
weld = Utils.GetObject(handle) as Autodesk.AdvanceSteel.Modelling.WeldPoint;
if (weld != null && weld.IsKindOf(FilerObject.eObjectType.kWeldPattern))
{
Matrix3d coordinateSystem = new Matrix3d();
coordinateSystem.SetCoordSystem(astPoint, Vector3d.kXAxis, Vector3d.kYAxis, Vector3d.kZAxis);
weld.SetCS(coordinateSystem);
}
else
{
throw new System.Exception("Not a weld point");
}
}
FilerObject[] filerObjects = Utils.GetFilerObjects(handlesToConnect);
weld.Connect(filerObjects, (AtomicElement.eAssemblyLocation)connectionType);
Handle = weld.Handle;
SteelServices.ElementBinder.CleanupAndSetElementForTrace(weld);
}
}
}
/// <summary>
/// Get Grating Centre Point on Top
/// </summary>
/// <param name="steelObject">Advance Steel element</param>
/// <returns name="point"> The centre point on top side of the grating</returns>
public static Autodesk.DesignScript.Geometry.Point GetCenterOnTop(AdvanceSteel.Nodes.SteelDbObject steelObject)
{
Autodesk.DesignScript.Geometry.Point ret;
//lock the document and start transaction
using (var ctx = new SteelServices.DocContext())
{
string handle = steelObject.Handle;
FilerObject obj = Utils.GetObject(handle);
if (obj != null && obj.IsKindOf(FilerObject.eObjectType.kGrating))
{
Autodesk.AdvanceSteel.Modelling.Grating grating = obj as Autodesk.AdvanceSteel.Modelling.Grating;
Autodesk.AdvanceSteel.Geometry.Point3d point = grating.GetCenterOnTop();
ret = Utils.ToDynPoint(point, true);
}
else
{
throw new System.Exception("Not a Grating Object");
}
}
return(ret);
}
public static List <DynGeometry.Point> GetPointsToDraw(Autodesk.AdvanceSteel.Modelling.Grating grating)
{
var coordSystem = grating.CS;
coordSystem.GetCoordSystem(out var origPt, out var vX, out var vY, out var vZ);
var temp1 = vY * grating.Width / 2.0;
var temp2 = vX * grating.Length / 2.0;
var pt1 = new SteelGeometry.Point3d(grating.CenterPoint);
pt1.Add(temp1 + temp2);
var pt2 = new SteelGeometry.Point3d(grating.CenterPoint);
pt2.Add(temp1 - temp2);
var pt3 = new SteelGeometry.Point3d(grating.CenterPoint);
pt3.Add(-temp1 - temp2);
var pt4 = new SteelGeometry.Point3d(grating.CenterPoint);
pt4.Add(-temp1 + temp2);
List <DynGeometry.Point> polyPoints = new List <DynGeometry.Point>
{
Utils.ToDynPoint(pt1, true),
Utils.ToDynPoint(pt2, true),
Utils.ToDynPoint(pt3, true),
Utils.ToDynPoint(pt4, true)
};
return(polyPoints);
}
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 Walls(SteelGeometry.Point3d ptCenter,
double dLength, double dHeight, double thickness,
SteelGeometry.Vector3d vNormal,
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.Plane plane = new SteelGeometry.Plane(ptCenter, vNormal);
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, ptCenter, dLength, dHeight);
wallObject.Thickness = thickness;
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))
{
wallObject.DefinitionPlane = plane;
wallObject.Thickness = thickness;
wallObject.SetLength(dLength, true);
wallObject.SetWidth(dHeight, true);
if (defaultData != null)
{
Utils.SetParameters(wallObject, defaultData);
}
if (postWriteDBData != null)
{
Utils.SetParameters(wallObject, postWriteDBData);
}
}
else
{
throw new System.Exception("Not a Wall");
}
}
Handle = wallObject.Handle;
SteelServices.ElementBinder.CleanupAndSetElementForTrace(wallObject);
}
}
}
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);
}
}
}
internal BeamPolycut(AdvanceSteel.Nodes.SteelDbObject element,
int cutShapeRectCircle,
Autodesk.AdvanceSteel.Geometry.Point3d insertPoint,
Autodesk.AdvanceSteel.Geometry.Vector3d normal,
Autodesk.AdvanceSteel.Geometry.Vector3d lengthVector,
int corner,
List <Property> beamFeatureProperties)
{
lock (access_obj)
{
using (var ctx = new SteelServices.DocContext())
{
List <Property> defaultData = beamFeatureProperties.Where(x => x.Level == ".").ToList <Property>();
List <Property> postWriteDBData = beamFeatureProperties.Where(x => x.Level == "Z_PostWriteDB").ToList <Property>();
double length = 0;
double width = 0;
double radius = 0;
if (defaultData.FirstOrDefault <Property>(x => x.Name == "Length") != null)
{
length = (double)defaultData.FirstOrDefault <Property>(x => x.Name == "Length").InternalValue;
}
if (defaultData.FirstOrDefault <Property>(x => x.Name == "Width") != null)
{
width = (double)defaultData.FirstOrDefault <Property>(x => x.Name == "Width").InternalValue;
}
if (defaultData.FirstOrDefault <Property>(x => x.Name == "Radius") != null)
{
radius = (double)defaultData.FirstOrDefault <Property>(x => x.Name == "Radius").InternalValue;
}
string existingFeatureHandle = SteelServices.ElementBinder.GetHandleFromTrace();
string elementHandle = element.Handle;
FilerObject obj = Utils.GetObject(elementHandle);
BeamMultiContourNotch beamFeat = null;
if (obj != null && obj.IsKindOf(FilerObject.eObjectType.kBeam))
{
if (string.IsNullOrEmpty(existingFeatureHandle) || Utils.GetObject(existingFeatureHandle) == null)
{
Beam bmObj = obj as Beam;
switch (cutShapeRectCircle)
{
case 0:
beamFeat = new BeamMultiContourNotch(bmObj, (Beam.eEnd) 1, insertPoint, normal, lengthVector, length, width);
break;
case 1:
beamFeat = new BeamMultiContourNotch(bmObj, (Beam.eEnd) 1, insertPoint, normal, lengthVector, radius);
break;
}
Vector2d offset;
switch (corner)
{
case 0: //Top Left
offset = new Vector2d(-1, 1);
break;
case 1: //Top Right
offset = new Vector2d(1, 1);
break;
case 2: //Bottom Right
offset = new Vector2d(1, -1);
break;
case 3: //Bottom left
offset = new Vector2d(-1, -1);
break;
default: //Anything else ignore
offset = new Vector2d(0, 0);
break;
}
beamFeat.Offset = offset;
if (defaultData != null)
{
Utils.SetParameters(beamFeat, defaultData);
}
bmObj.AddFeature(beamFeat);
if (postWriteDBData != null)
{
Utils.SetParameters(beamFeat, postWriteDBData);
}
}
else
{
beamFeat = Utils.GetObject(existingFeatureHandle) as BeamMultiContourNotch;
if (beamFeat != null && beamFeat.IsKindOf(FilerObject.eObjectType.kBeamMultiContourNotch))
{
beamFeat.End = (Beam.eEnd) 0;
Matrix3d cutMatrix = beamFeat.CS;
Point3d orgin = null;
Vector3d xVec = null;
Vector3d yVec = null;
Vector3d zVec = null;
cutMatrix.GetCoordSystem(out orgin, out xVec, out yVec, out zVec);
xVec = new Vector3d(lengthVector);
yVec = xVec.CrossProduct(normal);
zVec = xVec.CrossProduct(yVec);
cutMatrix.SetCoordSystem(insertPoint, xVec, yVec, zVec);
beamFeat.CS = cutMatrix;
Vector2d offset;
switch (corner)
{
case 0: //Top Left
offset = new Vector2d(-1, 1);
break;
case 1: //Top Right
offset = new Vector2d(1, 1);
break;
case 2: //Bottom Right
offset = new Vector2d(1, -1);
break;
case 3: //Bottom left
offset = new Vector2d(-1, -1);
break;
default: //Anything else ignore
offset = new Vector2d(0, 0);
break;
}
beamFeat.Offset = offset;
if (defaultData != null)
{
Utils.SetParameters(beamFeat, defaultData);
}
if (postWriteDBData != null)
{
Utils.SetParameters(beamFeat, postWriteDBData);
}
}
else
{
throw new System.Exception("Not a Beam Feature");
}
}
}
else
{
throw new System.Exception("No Input Element found");
}
Handle = beamFeat.Handle;
SteelServices.ElementBinder.CleanupAndSetElementForTrace(beamFeat);
}
}
}
