/// <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>
/// 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>
/// 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);
}
private void AddMaterialsToOpenModel()
{
MatSteelEc2 matOM = new MatSteelEc2();
matOM.Id = openStructModel.GetMaxId(matOM) + 1;
matOM.Name = "S275";
matOM.E = 210000000000;
matOM.G = matOM.E / (2 * (1 + 0.3));
matOM.Poisson = 0.3;
matOM.UnitMass = 7870 / 9.81;
matOM.fu = 430000000;
matOM.fy = 275000000;
matOM.fu40 = 410000000;
matOM.fy40 = 255000000;
matOM.SpecificHeat = 0.49;
matOM.ThermalConductivity = 50.2;
matOM.ThermalExpansion = 0.0000022;
openStructModel.AddObject(matOM);
}
/// <summary>
/// Create element 1D
/// </summary>
/// <param name="model">Idea open model</param>
/// <param name="css">Cross section</param>
/// <param name="segment">Line segment</param>
/// <returns>Element 1D</returns>
private static Element1D CreateElement1D(OpenModel model, CrossSection css, LineSegment3D segment)
{
Element1D element1D = new Element1D();
element1D.Id = model.GetMaxId(element1D) + 1;
element1D.Name = "E" + element1D.Id.ToString();
element1D.Segment = new ReferenceElement(segment);
element1D.CrossSectionBegin = new ReferenceElement(css);
element1D.CrossSectionEnd = new ReferenceElement(css);
return(element1D);
}
/// <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);
}
// ad node to openModel
private Point3D AddNodeToOpenModel(StructuralPointConnection conPoint, OpenModel openStructModel, int id = 0)
{
var pt = openStructModel.Point3D.Find(c => IsEqual(c.X, conPoint.X.GetValueOrDefault(), limits) && IsEqual(c.Y, conPoint.Y.GetValueOrDefault(), limits) && IsEqual(c.Z, conPoint.Z.GetValueOrDefault(), limits));
if (pt != null)
{
return(pt);
}
else
{
IdeaRS.OpenModel.Geometry3D.Point3D point = new IdeaRS.OpenModel.Geometry3D.Point3D()
{
X = conPoint.X.GetValueOrDefault(), Y = conPoint.Y.GetValueOrDefault(), Z = conPoint.Z.GetValueOrDefault()
};
point.Id = (id > 0 ? id : (openStructModel.GetMaxId(point) + 1));
point.Name = point.Id.ToString();
openStructModel.Point3D.Add(point);
return(point);
}
}
/// <summary>
/// Create line segment
/// </summary>
/// <param name="model">Idea open model</param>
/// <param name="startNode">Start node</param>
/// <param name="endNode">End node</param>
/// <param name="transformCoordSystem">Tranform coordinate system</param>
/// <returns>Line segment 3D</returns>
private static LineSegment3D CreateLineSegment3D(OpenModel model, string startNode, string endNode, bool transformCoordSystem = false)
{
LineSegment3D segment3D = new LineSegment3D();
segment3D.Id = model.GetMaxId(segment3D) + 1;
segment3D.StartPoint = new ReferenceElement(model.Point3D.FirstOrDefault(item => item.Name == startNode));
segment3D.EndPoint = new ReferenceElement(model.Point3D.FirstOrDefault(item => item.Name == endNode));
if (transformCoordSystem)
{
CoordSystemByPoint system = new CoordSystemByPoint();
system.Point = new Point3D()
{
X = 100000, Y = 0, Z = 0
};
system.InPlane = Plane.ZX;
segment3D.LocalCoordinateSystem = system;
}
return(segment3D);
}
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);
}
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);
}
private void AddConnectedMember(List <BearingMember> bearingMembers, ConnectionPoint connectionPoint)
{
PolyLine3D polyLine3D = new PolyLine3D();
polyLine3D.Id = openModel.GetMaxId(polyLine3D) + 1;
openModel.AddObject(polyLine3D);
Point3D pA = new Point3D();
Point3D pB = new Point3D();
Point3D pC = new Point3D();
Point3D pD = new Point3D();
//view from point [B], point [B] is centerpoint of connection
if (bearingMembers[0].isStartPoint == false)
{
if (bearingMembers[1].isStartPoint == true)
{
// [A]=0=>[B]=1=>[C]
pA = openModel.Point3D.First(a => a.Id == bearingMembers[0].ElementRAZ.line.Start.id);
pB = openModel.Point3D.First(a => a.Id == bearingMembers[0].ElementRAZ.line.End.id);
pC = openModel.Point3D.First(a => a.Id == bearingMembers[1].ElementRAZ.line.Start.id);
pD = openModel.Point3D.First(a => a.Id == bearingMembers[1].ElementRAZ.line.End.id);
}
else
{
// [A]=0=>[B]<=1=[C]
pA = openModel.Point3D.First(a => a.Id == bearingMembers[0].ElementRAZ.line.Start.id);
pB = openModel.Point3D.First(a => a.Id == bearingMembers[0].ElementRAZ.line.End.id);
pC = openModel.Point3D.First(a => a.Id == bearingMembers[1].ElementRAZ.line.End.id);
pD = openModel.Point3D.First(a => a.Id == bearingMembers[1].ElementRAZ.line.Start.id);
}
}
else
{
if (bearingMembers[1].isStartPoint == true)
{
// [A]<=0=[B]=1=>[C]
pA = openModel.Point3D.First(a => a.Id == bearingMembers[0].ElementRAZ.line.End.id);
pB = openModel.Point3D.First(a => a.Id == bearingMembers[0].ElementRAZ.line.Start.id);
pC = openModel.Point3D.First(a => a.Id == bearingMembers[1].ElementRAZ.line.Start.id);
pD = openModel.Point3D.First(a => a.Id == bearingMembers[1].ElementRAZ.line.End.id);
}
else
{
// [A]<=0=[B]<=1=[C]
pA = openModel.Point3D.First(a => a.Id == bearingMembers[0].ElementRAZ.line.End.id);
pB = openModel.Point3D.First(a => a.Id == bearingMembers[0].ElementRAZ.line.Start.id);
pC = openModel.Point3D.First(a => a.Id == bearingMembers[1].ElementRAZ.line.End.id);
pD = openModel.Point3D.First(a => a.Id == bearingMembers[1].ElementRAZ.line.Start.id);
/*
* pA = openModel.Point3D.First(a => a.Id == bearingMembers[1].ElementRAZ.line.End.id);
* pB = openModel.Point3D.First(a => a.Id == bearingMembers[1].ElementRAZ.line.Start.id);
* pC = openModel.Point3D.First(a => a.Id == bearingMembers[0].ElementRAZ.line.End.id);
* pD = openModel.Point3D.First(a => a.Id == bearingMembers[0].ElementRAZ.line.Start.id);
*/
}
}
//segments
/*
* Point3D pA = openModel.Point3D.First(a => a.Id == bearingMembers[0].ideaLine.Start.id);
* Point3D pB = openModel.Point3D.First(a => a.Id == bearingMembers[0].ideaLine.End.id);
* Point3D pC = openModel.Point3D.First(a => a.Id == bearingMembers[1].ideaLine.Start.id);
* Point3D pD = openModel.Point3D.First(a => a.Id == bearingMembers[1].ideaLine.End.id);
*/
List <Point3D> points = new List <Point3D>()
{
pA, pB, pC, pD
};
//Point3D pointB = points.Where(a => a.Id == connectionPoint.Id).First();
//Point3D pointA = points.Where(a => a.Id != connectionPoint.Id).ToList()[0];//logica
//Point3D pointC = points.Where(a => a.Id != connectionPoint.Id).ToList()[1];
//Note: not most robust solution, e.g. does not hold in case of segments with inverse vectors
Point3D pointA = pA; //Endpoint of first member
Point3D pointB = pB; //Startpoint of first member
Point3D pointC = pD; //Endpoint of second member
LineSegment3D lineSegment1 = new LineSegment3D();
lineSegment1.Id = openModel.GetMaxId(lineSegment1) + 1;
openModel.AddObject(lineSegment1);
lineSegment1.StartPoint = new ReferenceElement(pointA);
lineSegment1.EndPoint = new ReferenceElement(pointB);
polyLine3D.Segments.Add(new ReferenceElement(lineSegment1));
///*
//Defining LCS for First lineSegment
double xcor = bearingMembers[0].ElementRAZ.line.vector.X;
double ycor = bearingMembers[0].ElementRAZ.line.vector.Y;
double zcor = bearingMembers[0].ElementRAZ.line.vector.Z;
//Define LCS (local-y in XY plane) and unitize
VectorRAZ vx = new VectorRAZ(xcor, ycor, zcor).Unitize();
VectorRAZ vy = new VectorRAZ();
VectorRAZ vz = new VectorRAZ();
if (xcor == 0.0 && ycor == 0.0)
{
vy = new VectorRAZ(0.0, 1.0, 0.0).Unitize();
vz = new VectorRAZ((-zcor), 0.0, (xcor)).Unitize();
}
else
{
vy = new VectorRAZ(-ycor, xcor, 0.0).Unitize();
vz = new VectorRAZ((-zcor * xcor), (-zcor * ycor), ((xcor * xcor) + (ycor * ycor))).Unitize();
}
var LocalCoordinateSystem = new CoordSystemByVector();
LocalCoordinateSystem.VecX = new Vector3D()
{
X = vx.X, Y = vx.Y, Z = vx.Z
};
LocalCoordinateSystem.VecY = new Vector3D()
{
X = vy.X, Y = vy.Y, Z = vy.Z
};
LocalCoordinateSystem.VecZ = new Vector3D()
{
X = vz.X, Y = vz.Y, Z = vz.Z
};
lineSegment1.LocalCoordinateSystem = LocalCoordinateSystem;
//*/
LineSegment3D lineSegment2 = new LineSegment3D();
lineSegment2.Id = openModel.GetMaxId(lineSegment2) + 1;
openModel.AddObject(lineSegment2);
lineSegment2.StartPoint = new ReferenceElement(pointB);
lineSegment2.EndPoint = new ReferenceElement(pointC);
polyLine3D.Segments.Add(new ReferenceElement(lineSegment2));
///*
/////Defining LCS for Second lineSegment
double xcor2 = bearingMembers[1].ElementRAZ.line.vector.X;
double ycor2 = bearingMembers[1].ElementRAZ.line.vector.Y;
double zcor2 = bearingMembers[1].ElementRAZ.line.vector.Z;
//Define LCS (local-y in XY plane) and unitize
VectorRAZ vx2 = new VectorRAZ(xcor2, ycor2, zcor2).Unitize();
VectorRAZ vy2 = new VectorRAZ();
VectorRAZ vz2 = new VectorRAZ();
if (xcor2 == 0.0 && ycor2 == 0.0)
{
vy2 = new VectorRAZ(0.0, 1.0, 0.0).Unitize();
vz2 = new VectorRAZ((-zcor2), 0.0, (xcor2)).Unitize();
}
else
{
vy2 = new VectorRAZ(-ycor2, xcor2, 0.0).Unitize();
vz2 = new VectorRAZ((-zcor2 * xcor2), (-zcor2 * ycor2), ((xcor2 * xcor2) + (ycor2 * ycor2))).Unitize();
}
var LocalCoordinateSystem2 = new CoordSystemByVector();
LocalCoordinateSystem2.VecX = new Vector3D()
{
X = vx2.X, Y = vx2.Y, Z = vx2.Z
};
LocalCoordinateSystem2.VecY = new Vector3D()
{
X = vy2.X, Y = vy2.Y, Z = vy2.Z
};
LocalCoordinateSystem2.VecZ = new Vector3D()
{
X = vz2.X, Y = vz2.Y, Z = vz2.Z
};
lineSegment2.LocalCoordinateSystem = LocalCoordinateSystem2;
//*/
//create elements
Element1D el1 = new Element1D();
//el1.Id = openModel.GetMaxId(el1) + 1;
el1.Id = bearingMembers[0].ElementRAZ.id + 1; //Use of Id from Grasshopper Model + Plus One
el1.Name = "E" + el1.Id.ToString();
el1.Segment = new ReferenceElement(lineSegment1);
IdeaRS.OpenModel.CrossSection.CrossSection crossSection = openModel.CrossSection.First(a => a.Id == bearingMembers[0].ElementRAZ.crossSection.id);
el1.CrossSectionBegin = new ReferenceElement(crossSection);
el1.CrossSectionEnd = new ReferenceElement(crossSection);
openModel.AddObject(el1);
Element1D el2 = new Element1D();
//el2.Id = openModel.GetMaxId(el2) + 1;
el2.Id = bearingMembers[1].ElementRAZ.id + 1; //Use of Id from Grasshopper Model + Plus One
el2.Name = "E" + el2.Id.ToString();
el2.Segment = new ReferenceElement(lineSegment2);
el2.CrossSectionBegin = new ReferenceElement(crossSection);
el2.CrossSectionEnd = new ReferenceElement(crossSection);
openModel.AddObject(el2);
//create member
Member1D member1D = new Member1D();
member1D.Id = openModel.GetMaxId(member1D) + 1;
member1D.Name = "Member" + member1D.Id.ToString();
member1D.Elements1D.Add(new ReferenceElement(el1));
member1D.Elements1D.Add(new ReferenceElement(el2));
openModel.Member1D.Add(member1D);
//create connected member
ConnectedMember connectedMember = new ConnectedMember();
connectedMember.Id = member1D.Id;
connectedMember.MemberId = new ReferenceElement(member1D);
connectionPoint.ConnectedMembers.Add(connectedMember);
}
private void AddConnectedMember(List <BearingMember> bearingMembers, ConnectionPoint connectionPoint)
{
PolyLine3D polyLine3D = new PolyLine3D();
polyLine3D.Id = openModel.GetMaxId(polyLine3D) + 1;
openModel.AddObject(polyLine3D);
Point3D pA = new Point3D();
Point3D pB = new Point3D();
Point3D pB2 = new Point3D();
Point3D pC = new Point3D();
pA = openModel.Point3D.First(a => a.Id == bearingMembers[0].ElementRAZ.line.Start.id);
pB = openModel.Point3D.First(a => a.Id == bearingMembers[0].ElementRAZ.line.End.id);
pB2 = openModel.Point3D.First(a => a.Id == bearingMembers[1].ElementRAZ.line.Start.id);
pC = openModel.Point3D.First(a => a.Id == bearingMembers[1].ElementRAZ.line.End.id);
List <Point3D> points = new List <Point3D>()
{
pA, pB, pB2, pC
};
Point3D pointA = pA; //Endpoint of first member
Point3D pointB = pB; //Startpoint of first member
Point3D pointC = pC; //Endpoint of second member
LineSegment3D lineSegment1 = new LineSegment3D();
lineSegment1.Id = openModel.GetMaxId(lineSegment1) + 1;
openModel.AddObject(lineSegment1);
lineSegment1.StartPoint = new ReferenceElement(pointA);
lineSegment1.EndPoint = new ReferenceElement(pointB);
polyLine3D.Segments.Add(new ReferenceElement(lineSegment1));
SetLCS(bearingMembers[0], lineSegment1);
LineSegment3D lineSegment2 = new LineSegment3D();
lineSegment2.Id = openModel.GetMaxId(lineSegment2) + 1;
openModel.AddObject(lineSegment2);
lineSegment2.StartPoint = new ReferenceElement(pointB);
lineSegment2.EndPoint = new ReferenceElement(pointC);
polyLine3D.Segments.Add(new ReferenceElement(lineSegment2));
SetLCS(bearingMembers[1], lineSegment2);
//create elements
Element1D el1 = new Element1D();
//el1.Id = openModel.GetMaxId(el1) + 1;
el1.Id = bearingMembers[0].ElementRAZ.id + 1; //Use of Id from Grasshopper Model + Plus One
el1.Name = "E" + el1.Id.ToString();
el1.Segment = new ReferenceElement(lineSegment1);
IdeaRS.OpenModel.CrossSection.CrossSection crossSection = openModel.CrossSection.First(a => a.Id == bearingMembers[0].ElementRAZ.crossSection.id);
el1.CrossSectionBegin = new ReferenceElement(crossSection);
el1.CrossSectionEnd = new ReferenceElement(crossSection);
//el1.RotationRx = bearingMembers[0].ElementRAZ.rotationLCS;
openModel.AddObject(el1);
Element1D el2 = new Element1D();
//el2.Id = openModel.GetMaxId(el2) + 1;
el2.Id = bearingMembers[1].ElementRAZ.id + 1; //Use of Id from Grasshopper Model + Plus One
el2.Name = "E" + el2.Id.ToString();
el2.Segment = new ReferenceElement(lineSegment2);
el2.CrossSectionBegin = new ReferenceElement(crossSection);
el2.CrossSectionEnd = new ReferenceElement(crossSection);
//el2.RotationRx = bearingMembers[1].ElementRAZ.rotationLCS;
openModel.AddObject(el2);
//create member
Member1D member1D = new Member1D();
member1D.Id = openModel.GetMaxId(member1D) + 1;
member1D.Name = "Member" + member1D.Id.ToString();
member1D.Elements1D.Add(new ReferenceElement(el1));
member1D.Elements1D.Add(new ReferenceElement(el2));
openModel.Member1D.Add(member1D);
//create connected member
ConnectedMember connectedMember = new ConnectedMember();
connectedMember.Id = member1D.Id;
connectedMember.MemberId = new ReferenceElement(member1D);
connectionPoint.ConnectedMembers.Add(connectedMember);
}
