//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();
}