/// <summary>
/// HeghlightElements(List<Elm>elements, color) - change color of elements in list
/// </summary>
/// <param name="elements"></param>
/// <param name="color"></param>
public void HighlightElements(Dictionary<string, Elm> els, int color = 1)
{
Log.set("TS_OpenAPI.HighLightElements");
TSM.ModelObjectSelector selector = model.GetModelObjectSelector();
System.Type[] Types = new System.Type[1];
Types.SetValue(typeof(Part), 0);
TSM.ModelObjectEnumerator objectList = selector.GetAllObjectsWithType(Types);
int totalCnt = objectList.GetSize();
var colorObjects = new List<ModelObject>();
while (objectList.MoveNext())
{
TSM.Part myPart = objectList.Current as TSM.Part;
if (myPart != null)
{
string guid = string.Empty;
myPart.GetReportProperty("GUID", ref guid);
if (els.ContainsKey(guid)) colorObjects.Add(myPart);
}
}
var _color = new Color(0.0, 0.0, 1.0);
ModelObjectVisualization.SetTransparencyForAll(TemporaryTransparency.SEMITRANSPARENT);
ModelObjectVisualization.SetTemporaryState(colorObjects, _color);
log.Info("\tTotal elements without price = " + colorObjects.Count);
Log.exit();
}
public static List <TSM.Reinforcement> getReinforcements(TSM.Part part)
{
List <TSM.Reinforcement> reinf = new List <TSM.Reinforcement>();
TSM.ModelObjectEnumerator reinforcementEnum = part.GetReinforcements();
while (reinforcementEnum.MoveNext())
{
reinf.Add(reinforcementEnum.Current as TSM.Reinforcement);
}
return(reinf);
}
private static List <TSM.Assembly> getSelectedAssemblys(TSM.ModelObjectEnumerator selectedObjects)
{
List <TSM.Assembly> selectedAssemblys = new List <TSM.Assembly>();
while (selectedObjects.MoveNext())
{
if (selectedObjects.Current is TSM.Assembly)
{
selectedAssemblys.Add(selectedObjects.Current as TSM.Assembly);
}
}
return(selectedAssemblys);
}
private void GetIdNumbers_Click(object sender, EventArgs e)
{
Model model = new Model();
Tekla.Structures.Model.UI.ModelObjectSelector modelObjectSelector = new Tekla.Structures.Model.UI.ModelObjectSelector();
Drawing drawing = drawingHandler.GetActiveDrawing();
DrawingObjectEnumerator drawingObjectEnumerator = drawingHandler.GetDrawingObjectSelector().GetSelected();
ArrayList SelectedObjectArray = new ArrayList();
ArrayList MarkArray = new ArrayList();
while (drawingObjectEnumerator.MoveNext())
{
if (drawingObjectEnumerator.Current is Tekla.Structures.Drawing.Part)
{
Tekla.Structures.Drawing.Part part = drawingObjectEnumerator.Current as Tekla.Structures.Drawing.Part;
SelectedObjectArray.Add(model.SelectModelObject(new Identifier(part.ModelIdentifier.ID)));
DrawingObjectArray.Add(part);
}
if (drawingObjectEnumerator.Current is Tekla.Structures.Drawing.Bolt)
{
Tekla.Structures.Drawing.Bolt bolt = drawingObjectEnumerator.Current as Tekla.Structures.Drawing.Bolt;
SelectedObjectArray.Add(model.SelectModelObject(new Identifier(bolt.ModelIdentifier.ID)));
DrawingObjectArray.Add(bolt);
}
}
modelObjectSelector.Select(SelectedObjectArray);
Tekla.Structures.Model.ModelObjectEnumerator modelObjectEnumerator = model.GetModelObjectSelector().GetSelectedObjects();
while (modelObjectEnumerator.MoveNext())
{
if (modelObjectEnumerator.Current is Tekla.Structures.Model.Part)
{
Tekla.Structures.Model.Part modelPart = modelObjectEnumerator.Current as Tekla.Structures.Model.Part;
MarkArray.Add(modelPart.Identifier.ID.ToString());
}
if (modelObjectEnumerator.Current is Tekla.Structures.Model.BoltGroup)
{
Tekla.Structures.Model.BoltGroup modelBolt = modelObjectEnumerator.Current as Tekla.Structures.Model.BoltGroup;
MarkArray.Add(modelBolt.Identifier.ID.ToString());
}
}
MarkArray.Sort();
string MarkList = "";
foreach (string strMark in MarkArray)
{
MarkList = strMark + " " + MarkList;
}
Clipboard.SetDataObject(MarkList); richTextBox1.Text = MarkList;
drawingHandler.GetDrawingObjectSelector().SelectObjects(DrawingObjectArray, false);
}
private void GetMarks(string MarkType)
{
Model model = new Model();
Tekla.Structures.Model.UI.ModelObjectSelector modelObjectSelector = new Tekla.Structures.Model.UI.ModelObjectSelector();
Drawing drawing = drawingHandler.GetActiveDrawing();
DrawingObjectEnumerator drawingObjectEnumerator = drawingHandler.GetDrawingObjectSelector().GetSelected();
ArrayList SelectedObjectArray = new ArrayList();
ArrayList MarkArray = new ArrayList();
while (drawingObjectEnumerator.MoveNext())
{
if (drawingObjectEnumerator.Current is Tekla.Structures.Drawing.Part)
{
Tekla.Structures.Drawing.Part part = drawingObjectEnumerator.Current as Tekla.Structures.Drawing.Part;
SelectedObjectArray.Add(model.SelectModelObject(new Identifier(part.ModelIdentifier.ID)));
DrawingObjectArray.Add(part);
}
}
modelObjectSelector.Select(SelectedObjectArray);
Tekla.Structures.Model.ModelObjectEnumerator modelObjectEnumerator = model.GetModelObjectSelector().GetSelectedObjects();
while (modelObjectEnumerator.MoveNext())
{
if (modelObjectEnumerator.Current is Tekla.Structures.Model.Part)
{
Tekla.Structures.Model.Part modelPart = modelObjectEnumerator.Current as Tekla.Structures.Model.Part;
string mark = "";
try
{
modelPart.GetReportProperty(MarkType, ref mark);
if (!MarkArray.Contains(mark))
{
MarkArray.Add(mark);
}
}
catch { }
}
}
MarkArray.Sort();
string MarkList = "";
foreach (string strMark in MarkArray)
{
MarkList = strMark + " " + MarkList;
}
Clipboard.SetDataObject(MarkList); richTextBox1.Text = MarkList;
drawingHandler.GetDrawingObjectSelector().SelectObjects(DrawingObjectArray, false);
}
private static void changePartToSubAssembly(TSM.Assembly assembly, ArrayList wrongParts, Tekla.Technology.Akit.IScript akit)
{
TSM.UI.ModelObjectSelector selector = new TSM.UI.ModelObjectSelector();
selector.Select(wrongParts);
akit.Callback("acmdRemoveFromAssemblyActionCB", "", "View_01 window_1");
//assembly.Modify();
selector = new TSM.UI.ModelObjectSelector();
TSM.ModelObjectEnumerator selectionEnum = selector.GetSelectedObjects();
while (selectionEnum.MoveNext())
{
if (selectionEnum.Current is TSM.Part)
{
TSM.Part newPart = selectionEnum.Current as TSM.Part;
TSM.Assembly partNewAssembly = newPart.GetAssembly() as TSM.Assembly;
ArrayList currentSelection = new ArrayList();
currentSelection.Add(assembly);
selector.Select(currentSelection);
TSM.ModelObjectEnumerator selectionEnum2 = selector.GetSelectedObjects();
while (selectionEnum2.MoveNext())
{
if (selectionEnum2.Current is TSM.Assembly)
{
TSM.Assembly newAssembly = selectionEnum2.Current as TSM.Assembly;
newAssembly.Add(partNewAssembly);
newAssembly.Modify();
}
}
}
}
foreach (TSM.Part part in wrongParts)
{
TSM.Assembly newAssembly = part.GetAssembly() as TSM.Assembly;
removeAssemblyPropertys(newAssembly, akit);
}
}
private static ArrayList GetTaskParts(TSM.Task task)
{
ArrayList Parts = new ArrayList();
TSM.ModelObjectEnumerator myMembers = task.GetChildren();
while (myMembers.MoveNext())
{
if (myMembers.Current is TSM.Task)
{
Parts.AddRange(GetTaskParts(myMembers.Current as TSM.Task));
}
else if (myMembers.Current is TSM.Part)
{
Parts.Add(myMembers.Current.Identifier);
}
}
return(Parts);
}
public List<Emb> ReadCustomParts()
{
List<Emb> result = new List<Emb>();
// TSM.Model model = new TSM.Model();
TSM.ModelObjectSelector selector = this.model.GetModelObjectSelector();
System.Type[] Types = new System.Type[1];
Types.SetValue(typeof(Part), 0);
TSM.ModelObjectEnumerator objectList = selector.GetAllObjectsWithType(Types);
List<Part> parts = new List<Part>();
while (objectList.MoveNext())
{
TSM.Part myPart = objectList.Current as TSM.Part;
if (myPart == null) continue;
if (myPart.Class != "100" && myPart.Class != "101") continue;
parts.Add(myPart);
if (myPart.Name.Contains("SBKL")) continue;
// var project_code = myPart.GetUserProperty("j_fabricator_name", ref vendorName);
}
return result;
}
public static ArrayList getParts(Tekla.Structures.Model.UI.View view)
{
ArrayList visibleParts = new ArrayList();
Point min = new Point(-999999, -999999, -999999);
Point max = new Point(999999, 999999, 999999);
TSM.UI.ModelObjectSelector selector = new TSM.UI.ModelObjectSelector();
TSM.ModelObjectEnumerator allObjects = selector.GetObjectsByBoundingBox(min, max, view);
while (allObjects.MoveNext())
{
if (allObjects.Current is TSM.Part)
{
if ((allObjects.Current as TSM.Part).Material.MaterialString.StartsWith("C"))
{
visibleParts.Add(allObjects.Current);
}
}
}
return(visibleParts);
}
public static void Run(Tekla.Technology.Akit.IScript akit)
{
try
{
TSM.Model model = new TSM.Model();
TSD.DrawingHandler drawingHandler = new TSD.DrawingHandler();
TSG.Vector UpDirection = new TSG.Vector(0.0, 0.0, 1.0);
TSD.Size A3 = new TSD.Size(410, 287);
TSM.TransformationPlane current = model.GetWorkPlaneHandler().GetCurrentTransformationPlane();
model.GetWorkPlaneHandler().SetCurrentTransformationPlane(new TSM.TransformationPlane());
TSM.ModelObjectEnumerator modelObjectEnum = model.GetModelObjectSelector().GetSelectedObjects();
while (modelObjectEnum.MoveNext())
{
if (modelObjectEnum.Current is Tekla.Structures.Model.Part)
{
TSM.Part selectedPart = (TSM.Part)modelObjectEnum.Current;
string USER_FIELD_3 = "", USER_FIELD_4 = "";
selectedPart.GetUserProperty("USER_FIELD_3", ref USER_FIELD_3);
selectedPart.GetUserProperty("USER_FIELD_4", ref USER_FIELD_4);
USER_FIELD_4 = USER_FIELD_4.Replace("(?)", "");
selectedPart.SetUserProperty("USER_FIELD_4", USER_FIELD_4);
if (USER_FIELD_3 == "M")
{
TSD.Drawing gaDrawing = new TSD.GADrawing("BRAD-Mod-Ass", A3);
gaDrawing.Name = selectedPart.Name;
gaDrawing.Title1 = "SITEWORK";
gaDrawing.Title2 = USER_FIELD_3 + USER_FIELD_4;
gaDrawing.Title3 = "";
gaDrawing.Insert();
drawingHandler.SetActiveDrawing(gaDrawing, false);
model.GetWorkPlaneHandler().SetCurrentTransformationPlane(new Tekla.Structures.Model.TransformationPlane(selectedPart.GetCoordinateSystem()));
TSM.Solid tsolid = selectedPart.GetSolid();
TSG.Point tsMinPt = tsolid.MinimumPoint;
TSG.Point tsMaxPt = tsolid.MaximumPoint;
model.GetWorkPlaneHandler().SetCurrentTransformationPlane(new Tekla.Structures.Model.TransformationPlane());
if (selectedPart.Name.Contains("BEAM"))
{
TSG.CoordinateSystem ModelObjectCoordSys = selectedPart.GetCoordinateSystem();
TSG.CoordinateSystem PlanViewCoordSys = new TSG.CoordinateSystem();
PlanViewCoordSys.Origin = new TSG.Point(ModelObjectCoordSys.Origin);
PlanViewCoordSys.AxisX = new TSG.Vector(ModelObjectCoordSys.AxisX) * -1.0;
PlanViewCoordSys.AxisY = new TSG.Vector(ModelObjectCoordSys.AxisY);
TSG.Vector tempVector = (PlanViewCoordSys.AxisX.Cross(UpDirection));
if (tempVector == new TSG.Vector())
{
tempVector = (ModelObjectCoordSys.AxisY.Cross(UpDirection));
}
PlanViewCoordSys.AxisX = tempVector.Cross(UpDirection);
PlanViewCoordSys.AxisY = tempVector;
TSM.Solid solid = selectedPart.GetSolid();
TSG.AABB aabbPlanView = new TSG.AABB();
aabbPlanView.MinPoint = new TSG.Point(-50, tsMinPt.Z - 50, tsMinPt.Y - 50);
aabbPlanView.MaxPoint = new TSG.Point(tsMaxPt.X + 50, tsMaxPt.Z + 50, tsMaxPt.Y + 50);
TSD.View PlanView = new TSD.View(gaDrawing.GetSheet(), PlanViewCoordSys, PlanViewCoordSys, aabbPlanView, "BRAD-Mod-Ass");
PlanView.Name = "TOP";
PlanView.Scale = 10;
PlanView.Attributes.Shortening.CutParts = true;
PlanView.Attributes.Shortening.MinimumLength = 1200;
PlanView.Attributes.Shortening.Offset = 0.5;
PlanView.Insert();
PlanView.Attributes.FixedViewPlacing = true;
PlanView.Origin = new TSG.Point(100, 200);
PlanView.Modify();
TSG.CoordinateSystem FrontViewCoordSys = (TSG.CoordinateSystem)PlanViewCoordSys;
FrontViewCoordSys.AxisX = tempVector.Cross(UpDirection).GetNormal();
FrontViewCoordSys.AxisY = UpDirection.GetNormal();
TSG.AABB aabbFrontView = new TSG.AABB();
aabbFrontView.MinPoint = new TSG.Point(-50, tsMinPt.Y - 50, tsMinPt.Z - 50);
aabbFrontView.MaxPoint = new TSG.Point(tsMaxPt.X + 50, tsMaxPt.Y + 50, tsMaxPt.Z + 50);
TSD.View FrontView = new TSD.View(gaDrawing.GetSheet(), FrontViewCoordSys, FrontViewCoordSys, aabbFrontView, "BRAD-Mod-Ass");
FrontView.Name = "FRONT";
FrontView.Scale = 10;
FrontView.Attributes.Shortening.CutParts = true;
FrontView.Attributes.Shortening.MinimumLength = 1200;
FrontView.Attributes.Shortening.Offset = 0.5;
FrontView.Insert();
FrontView.Attributes.FixedViewPlacing = true;
FrontView.Origin = new TSG.Point(100, (200 - FrontView.Height - 2));
FrontView.Modify();
}
if (selectedPart.Name.Contains("COLUMN"))
{
TSG.CoordinateSystem ModelObjectCoordSys = selectedPart.GetCoordinateSystem();
TSG.CoordinateSystem PlanViewCoordSys = new TSG.CoordinateSystem();
PlanViewCoordSys.Origin = new TSG.Point(ModelObjectCoordSys.Origin);
PlanViewCoordSys.AxisX = new TSG.Vector(ModelObjectCoordSys.AxisX);
PlanViewCoordSys.AxisY = new TSG.Vector(ModelObjectCoordSys.AxisY);
TSG.Vector tempVector = (PlanViewCoordSys.AxisX.Cross(UpDirection));
if (tempVector == new TSG.Vector())
{
tempVector = (ModelObjectCoordSys.AxisY.Cross(UpDirection));
}
TSG.AABB aabbPlanView = new TSG.AABB();
aabbPlanView.MinPoint = new TSG.Point(-50, tsMinPt.Y - 50, tsMinPt.Z - 50);
aabbPlanView.MaxPoint = new TSG.Point(tsMaxPt.X + 50, tsMaxPt.Y + 50, tsMaxPt.Z + 50);
TSD.View PlanView = new TSD.View(gaDrawing.GetSheet(), PlanViewCoordSys, PlanViewCoordSys, aabbPlanView, "BRAD-Mod-Ass");
PlanView.Name = "TOP";
PlanView.Scale = 10;
PlanView.Attributes.Shortening.CutParts = true;
PlanView.Attributes.Shortening.MinimumLength = 1200;
PlanView.Attributes.Shortening.Offset = 0.5;
PlanView.Origin = new TSG.Point(100, 200);
PlanView.Insert();
PlanView.Attributes.FixedViewPlacing = true;
PlanView.Modify();
TSG.CoordinateSystem FrontViewCoordSys = (TSG.CoordinateSystem)PlanViewCoordSys;
FrontViewCoordSys.AxisY = new TSG.Vector(ModelObjectCoordSys.AxisY).Cross(UpDirection) * -1;
TSG.AABB aabbFrontView = new TSG.AABB();
aabbFrontView.MinPoint = new TSG.Point(-50, tsMinPt.Z - 50, tsMinPt.Y - 50);
aabbFrontView.MaxPoint = new TSG.Point(tsMaxPt.X + 50, tsMaxPt.Z + 50, tsMaxPt.Y + 50);
TSD.View FrontView = new TSD.View(gaDrawing.GetSheet(), FrontViewCoordSys, FrontViewCoordSys, aabbFrontView, "BRAD-Mod-Ass");
FrontView.Name = "FRONT";
FrontView.Scale = 10;
FrontView.Attributes.Shortening.CutParts = true;
FrontView.Attributes.Shortening.MinimumLength = 1200;
FrontView.Attributes.Shortening.Offset = 0.5;
FrontView.Origin = new TSG.Point(100, (200 - FrontView.Height - 30));
FrontView.Insert();
FrontView.Attributes.FixedViewPlacing = true;
FrontView.Modify();
}
drawingHandler.CloseActiveDrawing(true);
}
}
}
MessageBox.Show("Drawings Created");
model.GetWorkPlaneHandler().SetCurrentTransformationPlane(current);
}
catch { }
}
public Tekla() { } // конструктор класса Tekla - пока пустой 6.4.17
public List<Elm> Read(string dir = "", string name = "")
{
Log.set("TS_OpenAPI.Read");
List<Elm> elements = new List<Elm>();
// 6.4.17 //TSM.Model model = new TSM.Model();
////////////List<Part> parts = new List<Part>();
ModInfo = model.GetInfo();
if (dir != "" && ModInfo.ModelPath != dir
|| name != "" && ModInfo.ModelName != String.Concat(name, ".db1")) Msg.F("Tekla.Read: Another model loaded, not", name);
ModInfo.ModelName = ModInfo.ModelName.Replace(".db1", "");
TSM.ModelObjectSelector selector = model.GetModelObjectSelector();
System.Type[] Types = new System.Type[1];
Types.SetValue(typeof(Part), 0);
TSM.ModelObjectEnumerator objectList = selector.GetAllObjectsWithType(Types);
int totalCnt = objectList.GetSize();
var progress = new TSM.Operations.Operation.ProgressBar();
bool displayResult = progress.Display(100, "TSmatch", "Reading model. Pass component records:", "Cancel", " ");
int ii = 0;
while (objectList.MoveNext())
{
TSM.Part myPart = objectList.Current as TSM.Part;
if (myPart != null)
{
ii++;
double lng = 0.0;
double weight = 0.0;
double vol = 0.0;
string guid = "";
string mat_type = "";
double price = 0.0;
myPart.GetReportProperty("GUID", ref guid);
myPart.GetReportProperty("LENGTH", ref lng);
myPart.GetReportProperty("WEIGHT", ref weight);
myPart.GetReportProperty("VOLUME", ref vol);
myPart.GetReportProperty("MATERIAL_TYPE", ref mat_type);
lng = Math.Round(lng, 0);
//string cut = "";
//myPart.GetReportProperty("CAST_UNIT_TYPE", ref cut);
//ModAtr.Add(new AttSet(myPart.Material.MaterialString,
// profile, lng, weight, vol));
//21/6/2016 в отладке Elm.Elements.Add(new Elm());
elements.Add(new Elm(guid, myPart.Material.MaterialString,
mat_type,
myPart.Profile.ProfileString,
lng, weight, vol, price));
// !! if (ii % 500 == 0) // progress update every 500th items
{
if (progress.Canceled())
{
// new Log("\n\n======= TSmatch pass model CANCEL!! ======= ii=" + ii);
// TSD.Show()
break;
}
progress.SetProgress(ii.ToString(), 100 * ii / totalCnt);
}
}
} //while
progress.Close();
Scale(elements);
elements.Sort();
Log.exit();
return elements;
} // Read
private void btnConvert_Click(object sender, EventArgs e)
{
ModelObjectSelector mos = new ModelObjectSelector();
TSM.ModelObjectEnumerator moe = mos.GetSelectedObjects();
moe.SelectInstances = false;
while (moe.MoveNext())
{
if (moe.Current is TSM.Part)
{
TSM.Part part = moe.Current as TSM.Part;
// this method needs to be called to properly fill all the properties of the part
part.Select();
double partLength = 0.0;
double partHeight = 0.0;
double partWidth = 0.0;
part.GetReportProperty("LENGTH", ref partLength);
part.GetReportProperty("HEIGHT", ref partHeight);
part.GetReportProperty("WIDTH", ref partWidth);
TSM.ModelObjectEnumerator MyAllBooleans = part.GetBooleans();
TSM.ModelObjectEnumerator MyAllBolts = part.GetBolts();
TSM.ModelObject MyFather = part.GetFatherComponent();
TSG.CoordinateSystem coordinateSystem = part.GetCoordinateSystem();
TSM.WorkPlaneHandler planeHandler = model.GetWorkPlaneHandler();
// before we create a new plane we need to store the old one
TSM.TransformationPlane original = planeHandler.GetCurrentTransformationPlane();
TSM.TransformationPlane partPlane = new TSM.TransformationPlane(coordinateSystem);
planeHandler.SetCurrentTransformationPlane(partPlane);
//this.DrawCoordinateSystem();
TSG.Point p1 = new TSG.Point(0, partHeight / 2, 0);
TSG.Point p2 = new TSG.Point(partLength, partHeight / 2, 0);
TSG.Point p3 = new TSG.Point(partLength, -partHeight / 2, 0);
TSG.Point p4 = new TSG.Point(0, -partHeight / 2, 0);
TSM.ContourPlate CP = new TSM.ContourPlate();
TSM.ContourPoint conturePoint1 = new TSM.ContourPoint(p1, null);
TSM.ContourPoint conturePoint2 = new TSM.ContourPoint(p2, null);
TSM.ContourPoint conturePoint3 = new TSM.ContourPoint(p3, null);
TSM.ContourPoint conturePoint4 = new TSM.ContourPoint(p4, null);
CP.AddContourPoint(conturePoint1);
CP.AddContourPoint(conturePoint2);
CP.AddContourPoint(conturePoint3);
CP.AddContourPoint(conturePoint4);
CP.Name = "NEM";
CP.Finish = "xxx";
CP.Profile.ProfileString = "PL" + partWidth;
CP.Material.MaterialString = "S235";
CP.Class = "1";
CP.Insert();
while (MyAllBooleans.MoveNext())
{
try
{
TSM.BooleanPart partBooleans = MyAllBooleans.Current as TSM.BooleanPart;
TSM.Part partBool = partBooleans.OperativePart as TSM.Part;
partBool.Class = TSM.BooleanPart.BooleanOperativeClassName;
partBool.Insert();
TSM.BooleanPart myboolpart = new TSM.BooleanPart();
myboolpart.Father = CP;
myboolpart.SetOperativePart(partBool);
myboolpart.Insert();
partBool.Delete();
}
catch (Exception)
{
throw;
}
}
while (MyAllBolts.MoveNext())
{
try
{
if (MyAllBolts.Current is TSM.BoltGroup)
{
TSM.BoltGroup b = MyAllBolts.Current as TSM.BoltGroup;
TSM.Part toBolted = b.PartToBeBolted as TSM.Part;
TSM.Part toBolt = b.PartToBoltTo as TSM.Part;
if (toBolted.Identifier.ID == toBolt.Identifier.ID)
{
b.PartToBeBolted = CP;
b.PartToBoltTo = CP;
}
else if (toBolted.Identifier.ID == part.Identifier.ID)
{
b.PartToBoltTo.GetBolts();
b.PartToBeBolted = CP;
}
else
{
b.PartToBoltTo = CP;
b.PartToBeBolted.GetBolts();
}
b.Insert();
}
}
catch (Exception)
{
throw;
}
}
if (MyFather != null)
{
TSM.ModelObjectEnumerator elementOfComponenet = MyFather.GetChildren();
while (elementOfComponenet.MoveNext())
{
TSM.Part element = elementOfComponenet.Current as TSM.Part;
try
{
if (element is TSM.Part)
{
if (element.Identifier.ID == part.Identifier.ID)
{
element = CP;
element.Modify();
}
else
{
continue;
}
}
else
{
continue;
}
}
catch (Exception)
{
throw;
}
}
}
part.Delete();
planeHandler.SetCurrentTransformationPlane(original);
}
}
this.model.CommitChanges();
}
//InterSectionTest 3
private void button4_Click(object sender, EventArgs e)
{
//부재 선택
Picker picker = new Picker();
TSM.Part part = picker.PickObject(Picker.PickObjectEnum.PICK_ONE_OBJECT, "철근형태를 수정할 부재를 선택하세요.") as TSM.Part;
TSM.Part intersectingpart = picker.PickObject(Picker.PickObjectEnum.PICK_ONE_OBJECT, "간섭하는 부재를 선택하세요.") as TSM.Part;
//Intersection 처리
double partFrontLength = 0.0;
double intersectionLength = 0.0; //할당해야함
TSG.OBB iPartOBB = CreateOrientedBoundingBox(intersectingpart);
TSG.Vector partLVector = new TSG.Vector();
if (part.GetType().Name == "Beam")
{
TSM.Beam beam = part as TSM.Beam;
TSG.LineSegment lineSegment = new TSG.LineSegment(beam.StartPoint, beam.EndPoint);
TSG.Point firstPoint = TSG.Intersection.LineSegmentToObb(lineSegment, iPartOBB).Point1;
TSG.Point secondPoint = TSG.Intersection.LineSegmentToObb(lineSegment, iPartOBB).Point2;
partFrontLength = TSG.Distance.PointToPoint(beam.StartPoint, firstPoint);
intersectionLength = TSG.Distance.PointToPoint(firstPoint, secondPoint);
partLVector = new TSG.Vector(beam.EndPoint - beam.StartPoint).GetNormal();
}
else if (part.GetType().Name == "ContourPlate") //ContourPlate인 경우 추후 작성
{
TSM.ContourPlate contourPlate = part as TSM.ContourPlate;
}
//철근 그룹화 해제 후 singleRebar 저장
ModelObjectEnumerator reinforcement = part.GetReinforcements();
List <TSM.SingleRebar> singleRebars = new List <TSM.SingleRebar>();
List <TSM.SingleRebar> group = new List <TSM.SingleRebar>(); //그룹화를 위한 List
int rebarCount = 0; //총 단일철근 수량
ArrayList rebarInterval = new ArrayList(); //철근 간격 (싱글 타입일 때는 철근 간격을 어떻게 구하지? > 일단 PASS)
while (reinforcement.MoveNext())
{
if (reinforcement.Current.GetType().Name == "SingleRebar") //부재에 속한 철근이 SingleRebar타입일 때
{
TSM.SingleRebar singleRebar = reinforcement.Current as TSM.SingleRebar;
singleRebars.Add(singleRebar);
MessageBox.Show("SingleRebar 타입은 현재 지원 불가");
}
else //부재에 속한 철근이 RebarGroup타입일 때
{
TSM.RebarGroup rebarGroup = reinforcement.Current as TSM.RebarGroup;
rebarInterval = rebarGroup.Spacings; //철근 간격 저장
TSM.ModelObjectEnumerator rebarEnumerator = TSM.Operations.Operation.Ungrouping(rebarGroup);
while (rebarEnumerator.MoveNext())
{
TSM.ModelObject rebar = rebarEnumerator.Current;
TSM.SingleRebar singleRebar = rebar as TSM.SingleRebar;
singleRebars.Add(singleRebar);
}
}
rebarCount = singleRebars.Count; // 총 단일수량 저장
}
//철근 재배치
for (int i = 0; i < singleRebars.Count - (intersectionLength / (double)rebarInterval[0]); i++) // 딱 안떨어지는 경우 고려해줘야함
{
double frontLength = (i * (double)rebarInterval[0]);
if (frontLength >= partFrontLength)
{
if (i == singleRebars.Count)
{
break;
}
else
{
for (int j = 0; j < singleRebars[i].Polygon.Points.Count; j++)
{
TSM.SingleRebar newSingleRebar = singleRebars[i];
TSG.Point intersectionLengthPoint = new TSG.Point(intersectionLength * partLVector.X, intersectionLength * partLVector.Y, intersectionLength * partLVector.Z);
newSingleRebar.Polygon.Points[j] = newSingleRebar.Polygon.Points[j] as TSG.Point + intersectionLengthPoint;
singleRebars[i].Delete();
newSingleRebar.Insert();
group.Add(newSingleRebar);
}
}
}
else
{
group.Add(singleRebars[i]);
}
}
for (int i = singleRebars.Count - (int)(intersectionLength / (double)rebarInterval[0]); i < singleRebars.Count; i++)
{
singleRebars[i].Delete();
}
TSM.RebarGroup newRebarGroup = TSM.Operations.Operation.Group(group);
}
//InterSectionTest 2
private void button1_Click_1(object sender, EventArgs e)
{
//부재 선택
Picker picker = new Picker();
TSM.ModelObject part = picker.PickObject(Picker.PickObjectEnum.PICK_ONE_OBJECT, "부재를 선택하세요.") as TSM.ModelObject;
TSM.ContourPlate contourPlate = part as TSM.ContourPlate;
Solid solid = contourPlate.GetSolid();
//철근 정보 받기
//철근 선택 및 그룹철근 분할
ModelObjectEnumerator reinforcement = contourPlate.GetReinforcements();
List <TSM.SingleRebar> singleRebars = new List <TSM.SingleRebar>();
List <TSM.SingleRebar> group = new List <TSM.SingleRebar>(); //수정안된 철근
while (reinforcement.MoveNext())
{
if (reinforcement.Current.GetType().Name == "SingleRebar")
{
TSM.SingleRebar singleRebar = reinforcement.Current as TSM.SingleRebar;
singleRebars.Add(singleRebar);
}
else
{
TSM.RebarGroup rebarGroup = reinforcement.Current as TSM.RebarGroup;
TSM.ModelObjectEnumerator rebarEnumerator = TSM.Operations.Operation.Ungrouping(rebarGroup);
while (rebarEnumerator.MoveNext())
{
TSM.ModelObject rebar = rebarEnumerator.Current;
TSM.SingleRebar singleRebar = rebar as TSM.SingleRebar;
singleRebars.Add(singleRebar);
}
}
}
//Intersect (마구리와 철근 겹치는 부분을 철근의 새 포인트로 지정한다.)
TSG.LineSegment rebarLineSegment = null;
ArrayList intersectLinesegment = new ArrayList();
for (int j = 0; j < singleRebars.Count; j++) //철근 선택 반복문
{
TSG.Point point1 = singleRebars[j].Polygon.Points[0] as TSG.Point;
TSG.Point point2 = singleRebars[j].Polygon.Points[1] as TSG.Point;
TSM.SingleRebar newSingleRebar = singleRebars[j];
if (singleRebars[j].Polygon.Points.Count == 2) //직선철근일때
{
rebarLineSegment = new TSG.LineSegment(point1, point2);
}
intersectLinesegment = solid.Intersect(rebarLineSegment);
newSingleRebar.Polygon.Points[0] = intersectLinesegment[0] as TSG.Point;
newSingleRebar.Polygon.Points[1] = intersectLinesegment[1] as TSG.Point;
singleRebars[j].Delete();
newSingleRebar.Insert();
if (newSingleRebar.Polygon.Points[0] as TSG.Point == point1 && newSingleRebar.Polygon.Points[1] as TSG.Point == point2)
{
group.Add(newSingleRebar);
}
}
TSM.RebarGroup nonmodifiedGroup = TSM.Operations.Operation.Group(group);
}
//InterSectionTest 1
private void button3_Click(object sender, EventArgs e)
{
//기본 객체 생성
TSM.Part girder = null;
TSM.Component component = new TSM.Component();
TSM.Part endPiece = null;
List <TSM.ContourPlate> endPieceList = new List <TSM.ContourPlate>();
//1. 부재를 Input 으로 받는다.
Picker picker = new Picker();
TSM.ModelObject part = picker.PickObject(Picker.PickObjectEnum.PICK_ONE_OBJECT, "부재를 선택하세요.") as TSM.ModelObject;
if (part.GetType().Name == "Beam") //선택한 거더가 단일객체일 경우
{
girder = part as TSM.Beam;
endPiece = picker.PickObject(Picker.PickObjectEnum.PICK_ONE_OBJECT, "부재를 선택하세요.") as TSM.ContourPlate; //연장할 마구리를 직접 선택
//마구리 객체 OBB 생성 (추후 수정 - Girder 단일부재일 때도 마구리 1개이상 가능하므로)
TSG.OBB obb = CreateOrientedBoundingBox(endPiece); //마구리 OBB 객체 생성
TSG.LineSegment rebarLineSegment = null;
//철근 선택 및 그룹철근 분할
ModelObjectEnumerator reinforcement = girder.GetReinforcements();
List <TSM.SingleRebar> singleRebars = new List <TSM.SingleRebar>();
List <TSM.SingleRebar> group1 = new List <TSM.SingleRebar>(); //수정된 철근
List <TSM.SingleRebar> group2 = new List <TSM.SingleRebar>(); //수정안된 철근
while (reinforcement.MoveNext())
{
if (reinforcement.Current.GetType().Name == "SingleRebar") //부재 내 철근이 SingleRebar타입일때
{
TSM.SingleRebar singleRebar = reinforcement.Current as TSM.SingleRebar;
singleRebars.Add(singleRebar);
}
else //부재 내 철근이 rebarGroup타입일때
{
TSM.RebarGroup rebarGroup = reinforcement.Current as TSM.RebarGroup;
TSM.ModelObjectEnumerator rebarEnumerator = TSM.Operations.Operation.Ungrouping(rebarGroup);
while (rebarEnumerator.MoveNext())
{
TSM.ModelObject rebar = rebarEnumerator.Current;
TSM.SingleRebar singleRebar = rebar as TSM.SingleRebar;
singleRebars.Add(singleRebar);
}
}
}
for (int j = 0; j < singleRebars.Count; j++) //철근 선택 반복문
{
TSG.Point rebarStartPoint = singleRebars[j].Polygon.Points[0] as TSG.Point;
TSG.Point rebarEndPoint = singleRebars[j].Polygon.Points[1] as TSG.Point;
TSM.SingleRebar newSingleRebar = singleRebars[j]; //기존 철근을 삭제하고 형태가 변형된 새 철근 삽입
if (singleRebars[j].Polygon.Points.Count == 2) //직선철근일때
{
rebarLineSegment = new TSG.LineSegment(rebarStartPoint, rebarEndPoint);
}
TSG.LineSegment intersectLine = TSG.Intersection.LineSegmentToObb(rebarLineSegment, obb); //만나는 점이 하나일 때 output 형태 > 두 점이 같은지점으로 찍힘
if (intersectLine != null) // 철근과 마구리가 만날때 / 한 점만 만날때는 Linesegment의 point1 과 point2 가 같은 값임
{
//철근 선을 연장
rebarLineSegment = new TSG.LineSegment(rebarStartPoint, rebarEndPoint + new TSG.Point(0, 100000, 0)); //추후 수정( y방향이 아니라 철근의 진행방향으로)
intersectLine = TSG.Intersection.LineSegmentToObb(rebarLineSegment, obb);
//마구리 가까운쪽이 철근 Point1 인경우
if (intersectLine.Point1.Equals(intersectLine.Point2))
{
rebarLineSegment = new TSG.LineSegment(rebarStartPoint + new TSG.Point(0, 100000, 0), rebarEndPoint);
intersectLine = TSG.Intersection.LineSegmentToObb(rebarLineSegment, obb);
newSingleRebar.Polygon.Points[0] = intersectLine.Point2;
}
else //마구리 가까운쪽이 철근 Point2 인경우
{
newSingleRebar.Polygon.Points[1] = intersectLine.Point2;
}
singleRebars[j].Delete();
newSingleRebar.Insert();
group1.Add(newSingleRebar);
}
else
{
group2.Add(singleRebars[j]); //수정안된 철근들 그룹에 넣기
}
TSM.RebarGroup modifiedGroup = TSM.Operations.Operation.Group(group1);
TSM.RebarGroup nonmodifiedGroup = TSM.Operations.Operation.Group(group2);
}
}
else if (part.ToString() == "Tekla.Structures.Model.Component") //선택한 거더가 컴포넌트일 경우
{
component = part as TSM.Component;
//반환된 Girder의 타입 결정
TSM.Assembly assembly = component.GetAssembly();
if (assembly.GetMainPart().GetType().Name == "Beam")
{
girder = assembly.GetMainPart() as TSM.Beam;
}
else if (assembly.GetMainPart().GetType().Name == "ContourPlate")
{
girder = assembly.GetMainPart() as TSM.ContourPlate;
}
// Input으로 받은 부재에 연결되어있는 마구리와 철근정보를 받아온다.
//반환된 Secondaries의 타입 결정
endPieceList = new List <TSM.ContourPlate>();
for (int i = 0; i < assembly.GetSecondaries().Count; i++)
{
TSM.Part secondary = assembly.GetSecondaries()[i] as TSM.Part;
if (secondary.Name == "EndPiece")
{
endPieceList.Add(secondary as TSM.ContourPlate);
}
}
}
}