/// <summary>
/// Create member
/// </summary>
/// <param name="model">Idea open model</param>
/// <param name="id">Member id</param>
/// <param name="type">Member type</param>
/// <param name="css">Cross section</param>
/// <param name="startNode">Start node</param>
/// <param name="endNode">End node</param>
/// <returns>Connected member</returns>
public static ConnectedMember CreateMember(OpenModel model, int id, Member1DType type, CrossSection css, string startNode, string endNode)
{
// create line segments
LineSegment3D segment = CreateLineSegment3D(model, startNode, endNode);
// create polylines
PolyLine3D polyline = new PolyLine3D();
polyline.Id = model.GetMaxId(polyline) + 1;
polyline.Segments.Add(new ReferenceElement(segment));
// add polylines and segments to the model
model.AddObject(polyline);
model.AddObject(segment);
// create 1D elements
Element1D element = CreateElement1D(model, css, segment);
model.AddObject(element);
// create 1D members
Member1D member = CreateMember1D(model, id, type, element);
model.Member1D.Add(member);
// create and return connected member
ConnectedMember connectedMember = new ConnectedMember();
connectedMember.Id = id;
connectedMember.MemberId = new ReferenceElement(member);
return(connectedMember);
}
/// <summary>
/// Add members and connection points to the IDEA open model
/// </summary>
/// <param name="model">Open model</param>
private static void CreateFrameGeometry(OpenModel model)
{
// find appropriate cross sections
var columnCss = model.CrossSection.FirstOrDefault(item => item.Name == "125TFB");
var beamCss = model.CrossSection.FirstOrDefault(item => item.Name == "100TFB");
// member - column
ConnectedMember column = Helpers.CreateMember(model, 1, Member1DType.Column, columnCss, "N1", "N2", "N3");
// member - beam
ConnectedMember beam = Helpers.CreateMember(model, 2, Member1DType.Beam, beamCss, "N2", "N4");
// add members to the model
model.AddObject(column);
model.AddObject(beam);
//// create the connection point in the node N2
//ConnectionPoint CP1 = new ConnectionPoint();
//CP1.Node = new ReferenceElement(model.Point3D.FirstOrDefault(n => n.Name == "N2"));
//CP1.Id = model.GetMaxId(CP1) + 1;
//CP1.Name = "CON " + CP1.Id.ToString();
//CP1.ConnectedMembers.Add(column);
//CP1.ConnectedMembers.Add(beam);
//model.AddObject(CP1);
}
/// <summary>
/// Add combinations to the IDEA open model
/// </summary>
/// <param name="model">OpenModel</param>
private static void AddCombinationsToIOM(OpenModel model)
{
// create first combination input
CombiInputEC CI1 = new CombiInputEC();
CI1.Id = model.GetMaxId(CI1) + 1;
CI1.Name = "Co.#1";
CI1.Description = "SelfWeight + PernamentLoading + LiveLoad";
CI1.TypeCombiEC = TypeOfCombiEC.ULS;
CI1.TypeCalculationCombi = TypeCalculationCombiEC.Linear;
CombiItem item = new CombiItem();
item.Id = 1;
item.Coeff = 1;
item.LoadCase = new ReferenceElement(model.LoadCase.FirstOrDefault(l => l.Name == "SelfWeight"));
CI1.Items.Add(item);
item = new CombiItem();
item.Id = 2;
item.Coeff = 1;
item.LoadCase = new ReferenceElement(model.LoadCase.FirstOrDefault(l => l.Name == "PernamentLoading"));
CI1.Items.Add(item);
item = new CombiItem();
item.Id = 3;
item.Coeff = 1;
item.LoadCase = new ReferenceElement(model.LoadCase.FirstOrDefault(l => l.Name == "LiveLoad"));
CI1.Items.Add(item);
model.AddObject(CI1);
// create second combination input
CombiInputEC CI2 = new CombiInputEC();
CI2.Id = model.GetMaxId(CI2) + 1;
CI2.Name = "Co.#2";
CI2.Description = "SelfWeight";
CI2.TypeCombiEC = TypeOfCombiEC.ULS;
CI2.TypeCalculationCombi = TypeCalculationCombiEC.Linear;
item = new CombiItem();
item.Id = 1;
item.Coeff = 1;
item.LoadCase = new ReferenceElement(model.LoadCase.FirstOrDefault(l => l.Name == "SelfWeight"));
CI2.Items.Add(item);
model.AddObject(CI2);
}
/// <summary>
/// Add cross section to the IDEA open model
/// </summary>
/// <param name="model">Open model</param>
private static void AddCrossSectionToIOM(OpenModel model)
{
// only one material is in the model
MatSteel material = model.MatSteel.FirstOrDefault();
// create first cross section
CrossSectionParameter css1 = Helpers.CreateCSSParameter(1, "HE200B", material);
// create second cross section
CrossSectionParameter css2 = Helpers.CreateCSSParameter(2, "HE240B", material);
// add cross sections to the model
model.AddObject(css1);
model.AddObject(css2);
}
/// <summary>
/// Add materials to the IDEA open model
/// </summary>
/// <param name="model">Open model</param>
private static void AddMaterialsToIOM(OpenModel model)
{
MatSteelEc2 material = new MatSteelEc2();
material.Id = 1;
material.Name = "S355";
material.E = 210000000000.00003;
material.G = material.E / (2 * (1 + 0.3));
material.Poisson = 0.3;
material.UnitMass = 7850;
material.SpecificHeat = 0.6;
material.ThermalExpansion = 0.000012;
material.ThermalConductivity = 45;
material.IsDefaultMaterial = false;
material.OrderInCode = 0;
material.StateOfThermalExpansion = ThermalExpansionState.Code;
material.StateOfThermalConductivity = ThermalConductivityState.Code;
material.StateOfThermalSpecificHeat = ThermalSpecificHeatState.Code;
material.StateOfThermalStressStrain = ThermalStressStrainState.Code;
material.StateOfThermalStrain = ThermalStrainState.Code;
material.fy = 355000000.00000006;
material.fu = 510000000.00000006;
material.fy40 = 335000000.00000006;
material.fu40 = 470000000.00000006;
material.DiagramType = SteelDiagramType.Bilinear;
model.AddObject(material);
}
/// <summary>
/// Add members and connection points to the IDEA open model
/// </summary>
/// <param name="model">Open model</param>
private static void CreateFrameGeometry(OpenModel model)
{
// find appropriate cross sections
var css_he_240b = model.CrossSection.FirstOrDefault(item => item.Name == "HE240B");
var css_he_200b = model.CrossSection.FirstOrDefault(item => item.Name == "HE200B");
// member for left floor beam
ConnectedMember M1 = Helpers.CreateMember(model, 1, Member1DType.Beam, css_he_200b, "N2", "N4");
// member for right floor beam
ConnectedMember M2 = Helpers.CreateMember(model, 2, Member1DType.Beam, css_he_200b, "N4", "N6");
// member for left column
ConnectedMember M3 = Helpers.CreateMember(model, 3, Member1DType.Column, css_he_240b, "N1", "N2", "N7");
// member for middle column
ConnectedMember M4 = Helpers.CreateMember(model, 4, Member1DType.Column, css_he_240b, "N3", "N4", "N8");
// member for right column
ConnectedMember M5 = Helpers.CreateMember(model, 5, Member1DType.Column, css_he_240b, "N5", "N6", "N9");
// member for upper continuous beam
ConnectedMember M6 = Helpers.CreateMember(model, 6, Member1DType.Beam, css_he_200b, "N7", "N8", "N9");
// add members to the model
model.AddObject(M1);
model.AddObject(M2);
model.AddObject(M3);
model.AddObject(M4);
model.AddObject(M5);
model.AddObject(M6);
// create first connection point
ConnectionPoint CP1 = new ConnectionPoint();
CP1.Node = new ReferenceElement(model.Point3D.FirstOrDefault(n => n.Name == "N2"));
CP1.Id = model.GetMaxId(CP1) + 1;
CP1.Name = "CON " + CP1.Id.ToString();
CP1.ConnectedMembers.Add(M1);
CP1.ConnectedMembers.Add(M3);
model.AddObject(CP1);
// create second connection point
ConnectionPoint CP2 = new ConnectionPoint();
CP2.Node = new ReferenceElement(model.Point3D.FirstOrDefault(n => n.Name == "N4"));
CP2.Id = model.GetMaxId(CP2) + 1;
CP2.Name = "CON " + CP2.Id.ToString();
CP2.ConnectedMembers.Add(M1);
CP2.ConnectedMembers.Add(M2);
CP2.ConnectedMembers.Add(M4);
model.AddObject(CP2);
}
/// <summary>
/// Create member
/// </summary>
/// <param name="model">Idea open model</param>
/// <param name="id">Member id</param>
/// <param name="type">Member type</param>
/// <param name="css">Cross section</param>
/// <param name="startNode">Start node</param>
/// <param name="middleNode">Middle node</param>
/// <param name="endNode">End node</param>
/// <returns>Connected member</returns>
public static ConnectedMember CreateMember(OpenModel model, int id, Member1DType type, CrossSection css, string startNode, string middleNode, string endNode)
{
// column members have different coordination system in our example
bool transformCoordSystem = type == Member1DType.Column ? true : false;
// create line segments
LineSegment3D segment1 = CreateLineSegment3D(model, startNode, middleNode, transformCoordSystem);
model.AddObject(segment1);
LineSegment3D segment2 = CreateLineSegment3D(model, middleNode, endNode, transformCoordSystem);
model.AddObject(segment2);
// create polylines
PolyLine3D polyline = new PolyLine3D();
polyline.Id = model.GetMaxId(polyline) + 1;
polyline.Segments.Add(new ReferenceElement(segment1));
polyline.Segments.Add(new ReferenceElement(segment2));
model.AddObject(polyline);
// create 1D elements
Element1D element1 = CreateElement1D(model, css, segment1);
model.AddObject(element1);
Element1D element2 = CreateElement1D(model, css, segment2);
model.AddObject(element2);
// create 1D members
Member1D member = CreateMember1D(model, id, type, element1, element2);
model.Member1D.Add(member);
// create and return connected member
ConnectedMember connectedMember = new ConnectedMember();
connectedMember.Id = id;
connectedMember.MemberId = new ReferenceElement(member);
return(connectedMember);
}
/// <summary>
/// Add materials to the IDEA open model
/// </summary>
/// <param name="model">Open model</param>
private static void AddMaterialsToIOM(OpenModel model)
{
MatSteelAUS material = new MatSteelAUS();
material.Id = 1;
material.Name = "C350";
material.LoadFromLibrary = true;
model.AddObject(material);
}
/// <summary>
/// Add nodes to the IDEA open model
/// </summary>
/// <param name="model">Open model</param>
private static void AddNodesToIOM(OpenModel model)
{
Point3D N1 = new Point3D()
{
X = 0, Y = 0, Z = 0
};
N1.Name = "N1";
N1.Id = 1;
model.AddObject(N1);
Point3D N2 = new Point3D()
{
X = 0, Y = 0, Z = 3
};
N2.Name = "N2";
N2.Id = 2;
model.AddObject(N2);
Point3D N3 = new Point3D()
{
X = 0, Y = 0, Z = 6
};
N3.Name = "N3";
N3.Id = 3;
model.AddObject(N3);
Point3D N4 = new Point3D()
{
X = 3, Y = 0, Z = 3
};
N4.Name = "N4";
N4.Id = 4;
model.AddObject(N4);
}
private void AddMaterialsToOpenModel()
{
MatSteelEc2 matOM = new MatSteelEc2();
matOM.Id = openStructModel.GetMaxId(matOM) + 1;
matOM.Name = "S275";
matOM.E = 210000000;
matOM.G = matOM.E / (2 * (1 + 0.3));
matOM.Poisson = 0.3;
matOM.UnitMass = 7850 / 9.81;
matOM.fu = 430000000;
matOM.fy = 275000000;
matOM.fu40 = 410000000;
matOM.fy40 = 255000000;
matOM.SpecificHeat = 0.49;
matOM.ThermalConductivity = 50.2;
matOM.ThermalExpansion = 0.000012;
openStructModel.AddObject(matOM);
}
/// <summary>
/// Add load cases to the IDEA open model
/// </summary>
/// <param name="model">Open model</param>
private static void AddLoadCasesToIOM(OpenModel model)
{
// create LG1
LoadGroupEC LG1 = new LoadGroupEC();;
LG1.Id = 1;
LG1.Name = "PERM1";
LG1.Relation = Relation.Standard;
LG1.GroupType = LoadGroupType.Permanent;
LG1.GammaQ = 1.35;
LG1.Dzeta = 0.85;
LG1.GammaGInf = 1;
LG1.GammaGSup = 1.35;
model.AddObject(LG1);
// create LC1
LoadCase LC1 = new LoadCase();
LC1.Id = 1;
LC1.Name = "SelfWeight";
LC1.LoadType = LoadCaseType.Permanent;
LC1.Type = LoadCaseSubType.PermanentStandard;
LC1.Variable = VariableType.Standard;
LC1.LoadGroup = new ReferenceElement(LG1);
// create LC2
LoadCase LC2 = new LoadCase();
LC2.Id = 2;
LC2.Name = "PernamentLoading";
LC2.LoadType = LoadCaseType.Permanent;
LC2.Type = LoadCaseSubType.PermanentStandard;
LC2.Variable = VariableType.Standard;
LC2.LoadGroup = new ReferenceElement(LG1);
// create LG2
LoadGroupEC LG2 = new LoadGroupEC();;
LG2.Id = 2;
LG2.Name = "VAR1";
LG2.Relation = Relation.Exclusive;
LG2.GroupType = LoadGroupType.Variable;
LG2.GammaQ = 1.5;
LG2.Dzeta = 0.85;
LG2.GammaGInf = 0;
LG2.GammaGSup = 1.5;
LG2.Psi0 = 0.7;
LG2.Psi1 = 0.5;
LG2.Psi2 = 0.3;
model.AddObject(LG2);
// create LC3
LoadCase LC3 = new LoadCase();
LC3.Id = 3;
LC3.Name = "LiveLoad";
LC3.LoadType = LoadCaseType.Variable;
LC3.Type = LoadCaseSubType.VariableStatic;
LC3.Variable = VariableType.Standard;
LC3.LoadGroup = new ReferenceElement(LG2);
// add load cases
model.AddObject(LC1);
model.AddObject(LC2);
model.AddObject(LC3);
}
/// <summary>
/// Add nodes to the IDEA open model
/// </summary>
/// <param name="model">Open model</param>
private static void AddNodesToIOM(OpenModel model)
{
Point3D N1 = new Point3D()
{
X = -2, Y = 3, Z = 0
};
N1.Name = "N1";
N1.Id = 1;
model.AddObject(N1);
Point3D N2 = new Point3D()
{
X = -2, Y = 3, Z = 3
};
N2.Name = "N2";
N2.Id = 2;
model.AddObject(N2);
Point3D N3 = new Point3D()
{
X = 2, Y = 3, Z = 0
};
N3.Name = "N3";
N3.Id = 3;
model.AddObject(N3);
Point3D N4 = new Point3D()
{
X = 2, Y = 3, Z = 3
};
N4.Name = "N4";
N4.Id = 4;
model.AddObject(N4);
Point3D N5 = new Point3D()
{
X = 6, Y = 3, Z = 0
};
N5.Name = "N5";
N5.Id = 5;
model.AddObject(N5);
Point3D N6 = new Point3D()
{
X = 6, Y = 3, Z = 3
};
N6.Name = "N6";
N6.Id = 6;
model.AddObject(N6);
Point3D N7 = new Point3D()
{
X = -2, Y = 3, Z = 6
};
N7.Name = "N7";
N7.Id = 7;
model.AddObject(N7);
Point3D N8 = new Point3D()
{
X = 2, Y = 3, Z = 6
};
N8.Name = "N8";
N8.Id = 8;
model.AddObject(N8);
Point3D N9 = new Point3D()
{
X = 6, Y = 3, Z = 6
};
N9.Name = "N9";
N9.Id = 9;
model.AddObject(N9);
}
static private OpenModel CreateConnectionGeometry(OpenModel openModel)
{
//Add connection point
IdeaRS.OpenModel.Connection.ConnectionPoint connection = new IdeaRS.OpenModel.Connection.ConnectionPoint();
IdeaRS.OpenModel.Geometry3D.Point3D point = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -2, Y = 3, Z = 3
};
point.Id = openModel.GetMaxId(point) + 1;
point.Name = point.Id.ToString();
openModel.Point3D.Add(point);
connection.Node = new ReferenceElement(point);
connection.Name = point.Name;
connection.Id = openModel.GetMaxId(connection) + 1;
//add connection
openModel.Connections.Add(new IdeaRS.OpenModel.Connection.ConnectionData());
//add Beams
openModel.Connections[0].Beams = new List <IdeaRS.OpenModel.Connection.BeamData>();
//member1D 1
IdeaRS.OpenModel.Connection.BeamData beam1Data = new IdeaRS.OpenModel.Connection.BeamData
{
Name = "M1",
Id = 1,
OriginalModelId = "1",
IsAdded = false,
MirrorY = false,
RefLineInCenterOfGravity = false,
};
openModel.Connections[0].Beams.Add(beam1Data);
var member1 = openModel.Member1D.Find(x => x.Id == 1);
IdeaRS.OpenModel.Connection.ConnectedMember conMb = new IdeaRS.OpenModel.Connection.ConnectedMember
{
Id = member1.Id,
MemberId = new ReferenceElement(member1),
IsContinuous = false,
};
connection.ConnectedMembers.Add(conMb);
//member1D 3
var member3 = openModel.Member1D.Find(x => x.Id == 3);
IdeaRS.OpenModel.Connection.ConnectedMember conMb3 = new IdeaRS.OpenModel.Connection.ConnectedMember
{
Id = member3.Id,
MemberId = new ReferenceElement(member3),
IsContinuous = true,
};
connection.ConnectedMembers.Add(conMb3);
IdeaRS.OpenModel.Connection.BeamData beam2Data = new IdeaRS.OpenModel.Connection.BeamData
{
Name = "M3",
Id = 3,
OriginalModelId = member3.Id.ToString(),
IsAdded = false,
MirrorY = false,
RefLineInCenterOfGravity = false,
};
openModel.Connections[0].Beams.Add(beam2Data);
openModel.AddObject(connection);
//add plate
IdeaRS.OpenModel.Connection.PlateData plateData = new IdeaRS.OpenModel.Connection.PlateData
{
Name = "P1",
Thickness = 0.02,
Id = 11,
Material = "S355",
OriginalModelId = "11",
Origin = new IdeaRS.OpenModel.Geometry3D.Point3D
{
X = -1.87,
Y = 2.88,
Z = 2.7
},
AxisX = new IdeaRS.OpenModel.Geometry3D.Vector3D
{
X = 0,
Y = 1,
Z = 0
},
AxisY = new IdeaRS.OpenModel.Geometry3D.Vector3D
{
X = 0,
Y = 0,
Z = 1
},
AxisZ = new IdeaRS.OpenModel.Geometry3D.Vector3D
{
X = 1,
Y = 0,
Z = 0
},
Region = "M 0 0 L 0.24 0 L 0.24 0.5 L 0 0.5 L 0 0",
};
(openModel.Connections[0].Plates ?? (openModel.Connections[0].Plates = new List <IdeaRS.OpenModel.Connection.PlateData>())).Add(plateData);
// add cut
openModel.Connections[0].CutBeamByBeams = new List <IdeaRS.OpenModel.Connection.CutBeamByBeamData>
{
new IdeaRS.OpenModel.Connection.CutBeamByBeamData
{
CuttingObject = new ReferenceElement(plateData),
ModifiedObject = new ReferenceElement(beam1Data),
Orientation = CutOrientation.Parallel,
WeldType = WeldType.DoubleFillet,
IsWeld = true,
}
};
IdeaRS.OpenModel.Connection.BoltGrid boltGrid = new IdeaRS.OpenModel.Connection.BoltGrid()
{
Id = 41,
ConnectedPartIds = new List <string>(),
Diameter = 0.016,
HeadDiameter = 0.024,
DiagonalHeadDiameter = 0.026,
HeadHeight = 0.01,
BoreHole = 0.018,
TensileStressArea = 157,
NutThickness = 0.013,
AnchorLen = 0.05,
Material = "8.8",
Standard = "M 16",
};
boltGrid.Origin = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = plateData.Origin.X, Y = plateData.Origin.Y, Z = plateData.Origin.Z
};
boltGrid.AxisX = new IdeaRS.OpenModel.Geometry3D.Vector3D()
{
X = plateData.AxisX.X, Y = plateData.AxisX.Y, Z = plateData.AxisX.Z
};
boltGrid.AxisY = new IdeaRS.OpenModel.Geometry3D.Vector3D()
{
X = plateData.AxisY.X, Y = plateData.AxisY.Y, Z = plateData.AxisY.Z
};
boltGrid.AxisZ = new IdeaRS.OpenModel.Geometry3D.Vector3D()
{
X = plateData.AxisZ.X, Y = plateData.AxisZ.Y, Z = plateData.AxisZ.Z
};
boltGrid.Positions = new List <IdeaRS.OpenModel.Geometry3D.Point3D>
{
new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -1.87,
Y = 2.92,
Z = 2.8
},
new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -1.87,
Y = 3.08,
Z = 2.8
},
new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -1.87,
Y = 2.92,
Z = 3.15
},
new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -1.87,
Y = 3.08,
Z = 3.15
}
};
boltGrid.ConnectedPartIds = new List <string>()
{
beam2Data.OriginalModelId, plateData.OriginalModelId
};
(openModel.Connections[0].BoltGrids ?? (openModel.Connections[0].BoltGrids = new List <IdeaRS.OpenModel.Connection.BoltGrid>())).Add(boltGrid);
//add plate 2
IdeaRS.OpenModel.Connection.PlateData plateData2 = new IdeaRS.OpenModel.Connection.PlateData
{
Name = "P2",
Thickness = 0.02,
Id = 12,
Material = "S355",
OriginalModelId = "12",
Origin = new IdeaRS.OpenModel.Geometry3D.Point3D
{
X = -2.103,
Y = 2.88,
Z = 2.75
},
AxisX = new IdeaRS.OpenModel.Geometry3D.Vector3D
{
X = 1,
Y = 0,
Z = 0
},
AxisY = new IdeaRS.OpenModel.Geometry3D.Vector3D
{
X = 0,
Y = 1,
Z = 0
},
AxisZ = new IdeaRS.OpenModel.Geometry3D.Vector3D
{
X = 0,
Y = 0,
Z = 1
},
Region = "M 0 0 L 0.206 0 L 0.206 0.105 L 0.195 0.115 L 0.011 0.115 L 0.0 0.105 L 0 0",
};
(openModel.Connections[0].Plates ?? (openModel.Connections[0].Plates = new List <IdeaRS.OpenModel.Connection.PlateData>())).Add(plateData2);
//add weld between memeber 2 and plate 2 - stiffener
IdeaRS.OpenModel.Connection.WeldData weldData = new IdeaRS.OpenModel.Connection.WeldData()
{
Id = 31,
ConnectedPartIds = new List <string>()
{
plateData2.OriginalModelId, beam2Data.OriginalModelId
},
Start = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -2,
Y = 2.995,
Z = 2.76
},
End = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -2,
Y = 2.995,
Z = 2.76
},
Thickness = 0.004,
WeldType = IdeaRS.OpenModel.Connection.WeldType.DoubleFillet,
};
(openModel.Connections[0].Welds ?? (openModel.Connections[0].Welds = new List <IdeaRS.OpenModel.Connection.WeldData>())).Add(weldData);
//add weld3 between memeber 2 and plate 2 - stiffener
IdeaRS.OpenModel.Connection.WeldData weldData3 = new IdeaRS.OpenModel.Connection.WeldData()
{
Id = 33,
ConnectedPartIds = new List <string>()
{
plateData2.OriginalModelId, beam2Data.OriginalModelId
},
Start = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -2.103,
Y = 2.90,
Z = 2.76
},
End = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -2.103,
Y = 2.90,
Z = 2.76
},
Thickness = 0.004,
WeldType = IdeaRS.OpenModel.Connection.WeldType.DoubleFillet,
};
openModel.Connections[0].Welds.Add(weldData3);
//add weld4 between memeber 2 and plate 2 - stiffener
IdeaRS.OpenModel.Connection.WeldData weldData4 = new IdeaRS.OpenModel.Connection.WeldData()
{
Id = 34,
ConnectedPartIds = new List <string>()
{
plateData2.OriginalModelId, beam2Data.OriginalModelId
},
Start = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -1.897,
Y = 2.90,
Z = 2.76
},
End = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -1.897,
Y = 2.90,
Z = 2.76
},
Thickness = 0.004,
WeldType = IdeaRS.OpenModel.Connection.WeldType.DoubleFillet,
};
openModel.Connections[0].Welds.Add(weldData4);
//add plate 3
IdeaRS.OpenModel.Connection.PlateData plateData3 = new IdeaRS.OpenModel.Connection.PlateData
{
Name = "P3",
Thickness = 0.02,
Id = 13,
Material = "S355",
OriginalModelId = "13",
Origin = new IdeaRS.OpenModel.Geometry3D.Point3D
{
X = -2.103,
Y = 2.88,
Z = 3.1
},
AxisX = new IdeaRS.OpenModel.Geometry3D.Vector3D
{
X = 1,
Y = 0,
Z = 0
},
AxisY = new IdeaRS.OpenModel.Geometry3D.Vector3D
{
X = 0,
Y = 1,
Z = 0
},
AxisZ = new IdeaRS.OpenModel.Geometry3D.Vector3D
{
X = 0,
Y = 0,
Z = 1
},
Region = "M 0 0 L 0.206 0 L 0.206 0.105 L 0.195 0.115 L 0.011 0.115 L 0.0 0.105 L 0 0",
};
openModel.Connections[0].Plates.Add(plateData3);
//add weld between memeber 2 and plate 3 - stiffener
IdeaRS.OpenModel.Connection.WeldData weldData2 = new IdeaRS.OpenModel.Connection.WeldData()
{
Id = 32,
ConnectedPartIds = new List <string>()
{
plateData3.OriginalModelId, beam2Data.OriginalModelId
},
Start = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -2,
Y = 2.995,
Z = 3.11
},
End = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -2,
Y = 2.995,
Z = 3.11
},
Thickness = 0.004,
WeldType = IdeaRS.OpenModel.Connection.WeldType.DoubleFillet,
};
openModel.Connections[0].Welds.Add(weldData2);
//add weld5 between memeber 2 and plate 3 - stiffener
IdeaRS.OpenModel.Connection.WeldData weldData5 = new IdeaRS.OpenModel.Connection.WeldData()
{
Id = 35,
ConnectedPartIds = new List <string>()
{
plateData3.OriginalModelId, beam2Data.OriginalModelId
},
Start = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -2.103,
Y = 2.90,
Z = 3.11
},
End = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -2.103,
Y = 2.90,
Z = 3.11
},
Thickness = 0.004,
WeldType = IdeaRS.OpenModel.Connection.WeldType.DoubleFillet,
};
openModel.Connections[0].Welds.Add(weldData5);
//add weld6 between memeber 2 and plate 3 - stiffener
IdeaRS.OpenModel.Connection.WeldData weldData6 = new IdeaRS.OpenModel.Connection.WeldData()
{
Id = 36,
ConnectedPartIds = new List <string>()
{
plateData3.OriginalModelId, beam2Data.OriginalModelId
},
Start = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -1.897,
Y = 2.90,
Z = 3.11
},
End = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -1.897,
Y = 2.90,
Z = 3.11
},
Thickness = 0.004,
WeldType = IdeaRS.OpenModel.Connection.WeldType.DoubleFillet,
};
openModel.Connections[0].Welds.Add(weldData6);
//add plate 4
IdeaRS.OpenModel.Connection.PlateData plateData4 = new IdeaRS.OpenModel.Connection.PlateData
{
Name = "P4",
Thickness = 0.02,
Id = 14,
Material = "S355",
OriginalModelId = "14",
Origin = new IdeaRS.OpenModel.Geometry3D.Point3D
{
X = -2.103,
Y = 3.12,
Z = 2.75
},
AxisX = new IdeaRS.OpenModel.Geometry3D.Vector3D
{
X = 1,
Y = 0,
Z = 0
},
AxisY = new IdeaRS.OpenModel.Geometry3D.Vector3D
{
X = 0,
Y = -1,
Z = 0
},
AxisZ = new IdeaRS.OpenModel.Geometry3D.Vector3D
{
X = 0,
Y = 0,
Z = 1
},
Region = "M 0 0 L 0.206 0 L 0.206 0.105 L 0.195 0.115 L 0.011 0.115 L 0.0 0.105 L 0 0",
};
openModel.Connections[0].Plates.Add(plateData4);
//add weld7 between memeber 2 and plate 4 - stiffener
IdeaRS.OpenModel.Connection.WeldData weldData7 = new IdeaRS.OpenModel.Connection.WeldData()
{
Id = 37,
ConnectedPartIds = new List <string>()
{
plateData4.OriginalModelId, beam2Data.OriginalModelId
},
Start = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -2,
Y = 3.005,
Z = 2.76
},
End = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -2,
Y = 3.005,
Z = 2.76
},
Thickness = 0.004,
WeldType = IdeaRS.OpenModel.Connection.WeldType.DoubleFillet,
};
openModel.Connections[0].Welds.Add(weldData7);
//add weld8 between memeber 2 and plate 4 - stiffener
IdeaRS.OpenModel.Connection.WeldData weldData8 = new IdeaRS.OpenModel.Connection.WeldData()
{
Id = 38,
ConnectedPartIds = new List <string>()
{
plateData4.OriginalModelId, beam2Data.OriginalModelId
},
Start = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -2.103,
Y = 3.1,
Z = 2.76
},
End = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -2.103,
Y = 3.1,
Z = 2.76
},
Thickness = 0.004,
WeldType = IdeaRS.OpenModel.Connection.WeldType.DoubleFillet,
};
openModel.Connections[0].Welds.Add(weldData8);
//add weld9 between memeber 2 and plate 4 - stiffener
IdeaRS.OpenModel.Connection.WeldData weldData9 = new IdeaRS.OpenModel.Connection.WeldData()
{
Id = 39,
ConnectedPartIds = new List <string>()
{
plateData4.OriginalModelId, beam2Data.OriginalModelId
},
Start = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -1.897,
Y = 3.1,
Z = 2.76
},
End = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -1.897,
Y = 3.1,
Z = 2.76
},
Thickness = 0.004,
WeldType = IdeaRS.OpenModel.Connection.WeldType.DoubleFillet,
};
openModel.Connections[0].Welds.Add(weldData9);
//add plate 5
IdeaRS.OpenModel.Connection.PlateData plateData5 = new IdeaRS.OpenModel.Connection.PlateData
{
Name = "P5",
Thickness = 0.02,
Id = 15,
Material = "S355",
OriginalModelId = "15",
Origin = new IdeaRS.OpenModel.Geometry3D.Point3D
{
X = -2.103,
Y = 3.12,
Z = 3.1
},
AxisX = new IdeaRS.OpenModel.Geometry3D.Vector3D
{
X = 1,
Y = 0,
Z = 0
},
AxisY = new IdeaRS.OpenModel.Geometry3D.Vector3D
{
X = 0,
Y = -1,
Z = 0
},
AxisZ = new IdeaRS.OpenModel.Geometry3D.Vector3D
{
X = 0,
Y = 0,
Z = 1
},
Region = "M 0 0 L 0.206 0 L 0.206 0.105 L 0.195 0.115 L 0.011 0.115 L 0.0 0.105 L 0 0",
};
openModel.Connections[0].Plates.Add(plateData5);
//add weld10 between memeber 2 and plate 5 - stiffener
IdeaRS.OpenModel.Connection.WeldData weldData10 = new IdeaRS.OpenModel.Connection.WeldData()
{
Id = 40,
ConnectedPartIds = new List <string>()
{
plateData5.OriginalModelId, beam2Data.OriginalModelId
},
Start = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -2,
Y = 3.005,
Z = 3.11
},
End = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -2,
Y = 3.005,
Z = 3.11
},
Thickness = 0.004,
WeldType = IdeaRS.OpenModel.Connection.WeldType.DoubleFillet,
};
openModel.Connections[0].Welds.Add(weldData10);
//add weld11 between memeber 2 and plate 5 - stiffener
IdeaRS.OpenModel.Connection.WeldData weldData11 = new IdeaRS.OpenModel.Connection.WeldData()
{
Id = 41,
ConnectedPartIds = new List <string>()
{
plateData5.OriginalModelId, beam2Data.OriginalModelId
},
Start = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -2.103,
Y = 3.10,
Z = 3.11
},
End = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -2.103,
Y = 3.10,
Z = 3.11
},
Thickness = 0.004,
WeldType = IdeaRS.OpenModel.Connection.WeldType.DoubleFillet,
};
openModel.Connections[0].Welds.Add(weldData11);
//add weld12 between memeber 2 and plate 5 - stiffener
IdeaRS.OpenModel.Connection.WeldData weldData12 = new IdeaRS.OpenModel.Connection.WeldData()
{
Id = 46,
ConnectedPartIds = new List <string>()
{
plateData5.OriginalModelId, beam2Data.OriginalModelId
},
Start = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -1.897,
Y = 3.10,
Z = 3.11
},
End = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = -1.897,
Y = 3.10,
Z = 3.11
},
Thickness = 0.004,
WeldType = IdeaRS.OpenModel.Connection.WeldType.DoubleFillet,
};
openModel.Connections[0].Welds.Add(weldData12);
return(openModel);
}
protected override ModelBIM ImportActive(CountryCode countryCode, RequestedItemsType requestedType)
{
try
{
if (_selectedObjects?.Count == 0)
{
Debug.Fail("Nothing selected");
return(null);
}
var materials = new Dictionary <string, MatSteelEc2>();
var crossSections = new Dictionary <string, CrossSectionParameter>();
var pointConnections = _selectedObjects.OfType <StructuralPointConnection>().ToList();
var curveMembers = _selectedObjects.OfType <StructuralCurveMember>().ToList();
var assemblies = _selectedObjects.OfType <ElementAssembly>().ToList();
if (pointConnections.Count == 0)
{
MessageBoxHelper.ShowInformation("please select a PointConnection object to identify the connectionPoint", null);
return(null);
}
// read all nodes (maybe it's esier)
var nodes = _integrationBase.ApiCore.DtObjects.GetObjects <StructuralPointConnection>(
_integrationBase.CurrentProject.Id, false, false, true);
OpenModel openModel = new OpenModel
{
OriginSettings = new OriginSettings()
{
CrossSectionConversionTable = IdeaRS.OpenModel.CrossSectionConversionTable.NoUsed, CountryCode = countryCode
}
};
int ccsId = 1;
int matId = 1;
int lsId = 1;
int memberId = 1;
// ConnectionPoint
ConnectionPoint connectionPoint = null;
foreach (var point in pointConnections)
{
// ad main node to openModel
connectionPoint = new ConnectionPoint();
if (point.NodeId.HasValue)
{
ConnectionPointId = point.NodeId.Value;
}
Point3D node = AddNodeToOpenModel(point, openModel, ConnectionPointId);
connectionPoint.Node = new ReferenceElement(node);
connectionPoint.Id = ConnectionPointId;
connectionPoint.Name = string.Format("Conn-{0}", ConnectionPointId);
connectionPoint.ProjectFileName = Path.Combine(".\\Connections", connectionPoint.Name + ".ideaCon");
}
// try to add Member1D objects if they are not selected by user
foreach (var assembly in assemblies)
{
if (assembly.Connections == null)
{
continue;
}
foreach (var c in assembly.Connections)
{
var ce = c as RelConnectsElements;
if (ce == null || curveMembers.Find(x => x.Id == ce.RelatedElement.Value) != null)
{
continue;
}
var cm = _integrationBase.ApiCore.DtObjects.GetObjectInternal(ce.RelatedElement.Value) as StructuralCurveMember;
if (cm != null)
{
foreach (var cm1 in pointConnections[0].ConnectsStructuralMembers)
{
if (cm.Id.ToString() == cm1.RelatingStructuralMember.GetValueOrDefault().ToString())
{
curveMembers.Add(cm);
}
}
}
}
}
// create Element1D from StructuralCurveMember
foreach (var element in curveMembers)
{
var matName = element.GetStringProperty(TableNames.contentAttributes, MaterialAttributeId) ?? "S355";
if (!materials.ContainsKey(matName))
{
MatSteelEc2 material = new MatSteelEc2();
// set properties
material.Id = matId++;
material.Name = matName;
material.E = 210000000000;
material.G = material.E / (2 * (1 + 0.3));
material.Poisson = 0.3;
material.UnitMass = 7850;
material.SpecificHeat = 0.6;
material.ThermalExpansion = 0.000012;
material.ThermalConductivity = 45;
material.IsDefaultMaterial = false;
material.OrderInCode = 0;
material.StateOfThermalExpansion = ThermalExpansionState.Code;
material.StateOfThermalConductivity = ThermalConductivityState.Code;
material.StateOfThermalSpecificHeat = ThermalSpecificHeatState.Code;
material.StateOfThermalStressStrain = ThermalStressStrainState.Code;
material.StateOfThermalStrain = ThermalStrainState.Code;
material.fy = 355000000;
material.fu = 510000000;
material.fy40 = 335000000;
material.fu40 = 470000000;
material.DiagramType = SteelDiagramType.Bilinear;
// add material to the model
openModel.AddObject(material);
materials.Add(matName, material);
}
var crossSection = element.GetStringProperty(TableNames.contentAttributes, CrossSectionAttributeId) ?? "HE200";
crossSection = crossSection.Replace("HE200B", "HEB200");
crossSection = crossSection.Replace("HE240B", "HEB240");
if (!crossSections.ContainsKey(crossSection))
{
CrossSectionParameter css = new CrossSectionParameter
{
Id = ccsId++,
Name = crossSection,
CrossSectionRotation = 0,
CrossSectionType = CrossSectionType.RolledI,
Material = new ReferenceElement(materials[matName])
};
css.Parameters.Add(new ParameterString()
{
Name = "UniqueName", Value = crossSection
});
// add cross sections to the model
openModel.AddObject(css);
crossSections.Add(crossSection, css);
}
if (element?.ConnectedBy.Count != 2)
{
continue;
}
var node = nodes.Find(x => x.Id == element?.ConnectedBy[0].RelatedStructuralConnection.Value);
if (node == null)
{
continue;
}
Point3D ptA = AddNodeToOpenModel(node, openModel, node.NodeId.GetValueOrDefault());
node = nodes.Find(x => x.Id == element?.ConnectedBy[1].RelatedStructuralConnection.Value);
Point3D ptB = AddNodeToOpenModel(node, openModel, node.NodeId.GetValueOrDefault());
var member1d = new Member1D
{
Id = memberId++,
Name = element.Name
};
IdeaRS.OpenModel.Geometry3D.PolyLine3D polyLine3D = new IdeaRS.OpenModel.Geometry3D.PolyLine3D
{
Id = member1d.Id
};
var start = new WM.Point3D(ptA.X, ptA.Y, ptA.Z);
var end = new WM.Point3D(ptB.X, ptB.Y, ptB.Z);
var dirVectort = end - start;
GetAngles(dirVectort, out double alpha, out double beta);
beta *= -1;
CI.Geometry3D.Matrix44 lcsSegmentMatrix = new CI.Geometry3D.Matrix44();
if (!IsZero(beta))
{
// gamma pitch
lcsSegmentMatrix.Rotate(beta, new CI.Geometry3D.Vector3D(0, 1, 0));
}
if (!IsZero(alpha))
{
// beta direction
lcsSegmentMatrix.Rotate(alpha, new CI.Geometry3D.Vector3D(0, 0, 1));
}
IdeaRS.OpenModel.Geometry3D.LineSegment3D ls = new IdeaRS.OpenModel.Geometry3D.LineSegment3D
{
Id = member1d.Id,
StartPoint = new ReferenceElement(ptA),
EndPoint = new ReferenceElement(ptB),
LocalCoordinateSystem = new IdeaRS.OpenModel.Geometry3D.CoordSystemByVector()
{
VecX = new IdeaRS.OpenModel.Geometry3D.Vector3D()
{
X = lcsSegmentMatrix.AxisX.DirectionX,
Y = lcsSegmentMatrix.AxisX.DirectionY,
Z = lcsSegmentMatrix.AxisX.DirectionZ,
}
,
VecY = new IdeaRS.OpenModel.Geometry3D.Vector3D()
{
X = lcsSegmentMatrix.AxisY.DirectionX,
Y = lcsSegmentMatrix.AxisY.DirectionY,
Z = lcsSegmentMatrix.AxisY.DirectionZ,
}
,
VecZ = new IdeaRS.OpenModel.Geometry3D.Vector3D()
{
X = lcsSegmentMatrix.AxisZ.DirectionX,
Y = lcsSegmentMatrix.AxisZ.DirectionY,
Z = lcsSegmentMatrix.AxisZ.DirectionZ,
}
},
};
polyLine3D.Segments.Add(new ReferenceElement(ls));
openModel.PolyLine3D.Add(polyLine3D);
openModel.LineSegment3D.Add(ls);
Element1D element1d = new Element1D
{
Id = member1d.Id,
Name = element.Id.ToString(), //element.Name, Its esier for mapping Element1D with bimplus Structuralcurvemember
RotationRx = element.GetDoubleProperty(TableNames.contentAttributes, RotationAttributeId) ?? 0,
CrossSectionBegin = new ReferenceElement(crossSections[crossSection]),
CrossSectionEnd = new ReferenceElement(crossSections[crossSection]),
Segment = new ReferenceElement(ls)
};
openModel.Element1D.Add(element1d);
member1d.Elements1D.Add(new ReferenceElement(element1d));
openModel.Member1D.Add(member1d);
if (connectionPoint != null)
{
ConnectedMember conMb = new ConnectedMember
{
Id = member1d.Id,
MemberId = new ReferenceElement(member1d),
IsContinuous = false,
};
connectionPoint.ConnectedMembers.Add(conMb);
}
BeamData beamData = new BeamData
{
Id = member1d.Id,
Name = element1d.Name,
OriginalModelId = member1d.Id.ToString(), // member1d.Name,
IsAdded = false,
MirrorY = false,
RefLineInCenterOfGravity = true,
};
if (openModel.Connections.Count == 0)
{
openModel.Connections.Add(new ConnectionData());
}
(openModel.Connections[0].Beams ?? (openModel.Connections[0].Beams = new List <BeamData>())).Add(beamData);
}
// create Member1D from assemblies
/* foreach (var assembly in assemblies)
* {
* var member1d = new Member1D
* {
* Id = assembly.OrderNumber.GetValueOrDefault(),
* Name = assembly.Name
* };
* foreach (var c in assembly.Connections)
* {
* var ce = c as RelConnectsElements;
* var element = openModel.Element1D.Find(x => x.Name == ce.RelatedElement.ToString());
* if (element == null) continue;
* member1d.Elements1D.Add(new ReferenceElement(element));
* openModel.Member1D.Add(member1d);
* }
* }*/
/*if (connectionPoint != null)
* {
* var p0t = pointConnections.Find(x => x.NodeId.GetValueOrDefault() == ConnectionPointId);
* if (p0t != null && p0t.ConnectsStructuralMembers != null)
* {
* foreach (var cm in p0t.ConnectsStructuralMembers)
* {
* var member = openModel.Element1D.Find(x => x.Name == cm.RelatingStructuralMember.GetValueOrDefault().ToString());
* if (member == null)
* continue;
* ConnectedMember conMb = new ConnectedMember
* {
* Id = member.Id,
* MemberId = new ReferenceElement(member),
* IsContinuous = false,
* };
* connectionPoint.ConnectedMembers.Add(conMb);
*
* // BEAM DATA - definition
* BeamData bData = new BeamData
* {
* Id = conMb.Id,
* OriginalModelId = "???", // ass.Id.ToString(), is it important?
* IsAdded = false,
* MirrorY = false,
* RefLineInCenterOfGravity = false,
* };
* if (openModel.Connections.Count == 0)
* {
* openModel.Connections.Add(new ConnectionData { Beams = new List<BeamData>() });
* }
* openModel.Connections[0].Beams.Add(bData);
* }
* }
*
* }*/
openModel.AddObject(connectionPoint); // important !!!
OpenModelResult openModelResult =
new OpenModelResult()
{
ResultOnMembers = new System.Collections.Generic.List <ResultOnMembers>()
{
new ResultOnMembers()
}
};
OpenMessages openMessages = new OpenMessages();
return(new ModelBIM()
{
Items = new List <BIMItemId>()
{
new BIMItemId()
{
Id = connectionPoint.Id, Type = BIMItemType.Node
}
},
Model = openModel,
Results = openModelResult,
Messages = openMessages,
Project = AllplanBimplusDemo.Properties.Settings.Default.IdeaDefaultWorkingDir,
});
}
catch (Exception e)
{
MessageBoxHelper.ShowInformation(e.Message, null);
return(null);
}
}
static private OpenModel CreateConnectionGeometry(OpenModel openModel)
{
//Get geometrical point
IdeaRS.OpenModel.Geometry3D.Point3D point = openModel.Point3D.Find(p => p.Name.Equals("N2", StringComparison.InvariantCultureIgnoreCase));
//Create a new connection point
IdeaRS.OpenModel.Connection.ConnectionPoint connectionPoint = new IdeaRS.OpenModel.Connection.ConnectionPoint();
connectionPoint.Node = new ReferenceElement(point);
connectionPoint.Name = point.Name;
connectionPoint.Id = openModel.GetMaxId(connectionPoint) + 1;
//create the new connection data
var newConnectionData = new IdeaRS.OpenModel.Connection.ConnectionData();
//create list for beams
newConnectionData.Beams = new List <IdeaRS.OpenModel.Connection.BeamData>();
{
//member1D - column
var columnMember = openModel.Member1D.Find(x => x.Id == 1);
IdeaRS.OpenModel.Connection.ConnectedMember connectedColumn = new IdeaRS.OpenModel.Connection.ConnectedMember
{
Id = columnMember.Id,
MemberId = new ReferenceElement(columnMember),
IsContinuous = true,
};
connectionPoint.ConnectedMembers.Add(connectedColumn);
IdeaRS.OpenModel.Connection.BeamData columnData = new IdeaRS.OpenModel.Connection.BeamData
{
Name = "Column",
Id = 1,
OriginalModelId = columnMember.Id.ToString(),
IsAdded = false,
MirrorY = false,
RefLineInCenterOfGravity = false,
};
newConnectionData.Beams.Add(columnData);
}
{
//member1D - beam
IdeaRS.OpenModel.Connection.BeamData beamData = new IdeaRS.OpenModel.Connection.BeamData
{
Name = "Beam",
Id = 2,
OriginalModelId = "2",
IsAdded = false,
MirrorY = false,
RefLineInCenterOfGravity = false,
};
newConnectionData.Beams.Add(beamData);
var column = openModel.Member1D.Find(x => x.Id == 2);
IdeaRS.OpenModel.Connection.ConnectedMember connectedBeam = new IdeaRS.OpenModel.Connection.ConnectedMember
{
Id = column.Id,
MemberId = new ReferenceElement(column),
IsContinuous = false,
};
connectionPoint.ConnectedMembers.Add(connectedBeam);
}
openModel.Connections.Add(newConnectionData);
openModel.AddObject(connectionPoint);
return(openModel);
}
public string CreateOpenModelGenerator(Joint joint, string path)
{
//1.Set general project settings
openModel.OriginSettings = new OriginSettings();
openModel.OriginSettings.CrossSectionConversionTable = CrossSectionConversionTable.NoUsed;
openModel.OriginSettings.ProjectName = joint.project.projectName;
openModel.OriginSettings.Author = joint.project.author;
openModel.OriginSettings.ProjectDescription = joint.project.projectName + "_connection:" + joint.id;
openModel.OriginSettings.DateOfCreate = DateTime.Now;
//2.add all relevant materials:
List <KarambaIDEA.Core.MaterialSteel> materials = joint.attachedMembers.Select(a => a.ElementRAZ.crossSection.material).Distinct().ToList();
foreach (KarambaIDEA.Core.MaterialSteel m in materials)
{
this.AddMaterialSteelToOpenModel(m as MaterialSteel);
}
//3.add all reelvant cross sections:
List <KarambaIDEA.Core.CrossSection> crossSections = joint.attachedMembers.Select(a => a.ElementRAZ.crossSection).Distinct().ToList();
foreach (KarambaIDEA.Core.CrossSection c in crossSections)
{
this.AddCrossSectionToOpenModel(c);
}
//4.add all relevant nodes:
List <KarambaIDEA.Core.PointRAZ> startpoints = joint.attachedMembers.Select(a => a.ideaLine.Start).ToList();
List <KarambaIDEA.Core.PointRAZ> endpoints = joint.attachedMembers.Select(a => a.ideaLine.End).ToList();
List <KarambaIDEA.Core.PointRAZ> points = startpoints.Union(endpoints).Distinct().ToList();
foreach (KarambaIDEA.Core.PointRAZ p in points)
{
this.AddPointsToOpenModel(p);
}
//5.create connection at the specified node:
ConnectionPoint connectionPoint = new ConnectionPoint();
Point3D point3D = openModel.Point3D.First(a => a.Id == joint.centralNodeOfJoint.id);
connectionPoint.Node = new ReferenceElement(point3D);
connectionPoint.Id = joint.id;
connectionPoint.Name = "C" + joint.id;
//6.create members
List <BearingMember> bearingMembers = joint.attachedMembers.OfType <BearingMember>().ToList();
List <ConnectingMember> connectingMembers = joint.attachedMembers.OfType <ConnectingMember>().ToList();
if (bearingMembers.Count() == 1)
{
//line
AddConnectedMember(bearingMembers.First(), connectionPoint);
}
else
{
//polyline
AddConnectedMember(bearingMembers, connectionPoint);
}
foreach (ConnectingMember c in connectingMembers)
{
AddConnectedMember(c, connectionPoint);
}
openModel.AddObject(connectionPoint);
//7.create loadcases
foreach (LoadcaseRAZ loadcase in joint.project.loadcases)
{
AddLoadCaseToOpenModel(loadcase);
}
//8.create IOMresults
CreateIDEAOpenModelResults(joint);
////9.save XML
string strFil = path + "IOM";
//openModel.SaveToXmlFile(strFil);
//openModelResult.SaveToXmlFile(strFil + "result");
return(strFil);
}