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); } } }
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); } } }