//ref public bool CreateConnection(Beam primary, Beam secondary) { var beamsize = GetSecondaryBeamProfile(secondary); //var attribute = string.Concat(code, "_", beamsize); try { Tekla.Structures.Model.Connection C = new Tekla.Structures.Model.Connection(); C.Name = "Test End Plate"; C.Number = 141; C.LoadAttributesFromFile("standard"); C.SetPrimaryObject(primary); C.SetSecondaryObject(secondary); if (!C.Insert()) { Console.WriteLine("Connection Insert failed "); return(false); } else { Console.WriteLine(C.Identifier.ID); } return(true); } catch (Exception x) { Console.WriteLine(x.GetBaseException().Message); return(false); } }
private void ConvertComponent(TSM.BaseComponent component) { //Update component from database component.Select(); component.GetPhase(out TSM.Phase phase); //Check if is connection TSM.Connection connetion = null; TSM.Detail detail = null; T3D.Vector upVector = null; if (component is TSM.Connection) { connetion = component as TSM.Connection; upVector = connetion.UpVector; } else if (component is TSM.Detail) { detail = component as TSM.Detail; upVector = detail.UpVector; } //Select component in model new TSM.UI.ModelObjectSelector().Select(new System.Collections.ArrayList() { component }); //Convert component var akit = new TS.MacroBuilder(); akit.Callback("acmdChangeJointTypeToCallback", "DETAIL", "main_frame"); akit.Run(); component.Select(); //After conversion some connections changes its direction so we need to repair that connections if (connetion != null) { connetion.Select(); connetion.AutoDirectionType = TS.AutoDirectionTypeEnum.AUTODIR_NA; connetion.UpVector = upVector; } //After conversion some details changes its direction so we need to repair that details if (detail != null) { detail.Select(); detail.AutoDirectionType = TS.AutoDirectionTypeEnum.AUTODIR_NA; detail.UpVector = upVector; } //After conversion components change its phase to current we need to repait it component.SetPhase(phase); component.Modify(); }
public Connection GetDefaultConnection2() { var connection = new TSM.Connection { Name = "Cranked Beam", Number = 41, }; connection.LoadAttributesFromFile("standard"); connection.UpVector = new TSG.Vector(0, 1000, 0); connection.AutoDirectionType = Tekla.Structures.AutoDirectionTypeEnum.AUTODIR_DIAGONAL; connection.PositionType = Tekla.Structures.PositionTypeEnum.COLLISION_PLANE; return(connection); }
public Connection GetDefaultConnection3() { var connection = new TSM.Connection { Name = "Apex haunch", Number = 106, }; connection.LoadAttributesFromFile("standard"); connection.UpVector = new TSG.Vector(0, 0, 1000); connection.PositionType = Tekla.Structures.PositionTypeEnum.COLLISION_PLANE; connection.AutoDirectionType = Tekla.Structures.AutoDirectionTypeEnum.AUTODIR_GLOBAL_Z; return(connection); }
public bool CreateConnection(Beam primary, ArrayList secondaries, int component, string code, int boltweldstype, int angletype) { var beamsize = GetSecondaryBeamProfile(((Beam)secondaries[0])); var attribute = string.Concat(code, "_", beamsize); try { Tekla.Structures.Model.Connection C = new Tekla.Structures.Model.Connection(); // C.Name = "Test End Plate"; C.Number = component; C.LoadAttributesFromFile(attribute); C.SetPrimaryObject(primary); C.SetSecondaryObjects(secondaries); C.PositionType = PositionTypeEnum.COLLISION_PLANE; if (component == 141) { C.SetAttribute("btab5", angletype); //angle C.SetAttribute("atab1", boltweldstype); //bolts/welds } //C.SetAttribute("btab5",angletype);//angle //C.SetAttribute("atab1",boltweldstype);//bolts/welds if (!C.Insert()) { Console.WriteLine("Connection Insert failed "); return(false); } else { Console.WriteLine(C.Identifier.ID); } return(true); } catch (Exception x) { Console.WriteLine(x.GetBaseException().Message); return(false); } }
/// <summary> /// Method that creates connection (1004) between two given objects /// </summary> /// <param name="PrimaryObject"></param> /// <param name="SecondaryObject"></param> private static void CreateBasePlate(ModelObject PrimaryObject, ModelObject SecondaryObject) { Connection BasePlate = new Connection(); BasePlate.Name = "Stiffened Base Plate"; BasePlate.Number = 1014; BasePlate.LoadAttributesFromFile("standard"); BasePlate.UpVector = new Vector(0, 0, 1000); BasePlate.PositionType = PositionTypeEnum.COLLISION_PLANE; BasePlate.SetPrimaryObject(PrimaryObject); BasePlate.SetSecondaryObject(SecondaryObject); BasePlate.SetAttribute("cut", 1); //Enable anchor rods if (!BasePlate.Insert()) { Console.WriteLine("Insertion of stiffened base plate failed."); } }
public bool CreateConnection(Beam primary, Beam secondary, string code) { var beamsize = GetSecondaryBeamProfile(secondary); //var attribute = string.Concat(code, "_", beamsize); try { Tekla.Structures.Model.Connection C = new Tekla.Structures.Model.Connection(); C.Name = "Test End Plate"; C.Number = 143; C.LoadAttributesFromFile("standard"); //C.LoadAttributesFromFile(attribute); //C.UpVector = new Vector(0, 0, 1000); //C.PositionType = PositionTypeEnum.COLLISION_PLANE; C.SetPrimaryObject(primary); C.SetSecondaryObject(secondary); //C.SetAttribute("e2", 10.0); //C.SetAttribute("e1", 10.0); if (!C.Insert()) { Console.WriteLine("Connection Insert failed "); return(false); } else { Console.WriteLine(C.Identifier.ID); } return(true); } catch (Exception x) { Console.WriteLine(x.GetBaseException().Message); return(false); } }
public FormPanel() { InitializeComponent(); model = new Model(); con = new Tekla.Structures.Model.Connection(); }