public _Mark(TSD.Mark mark, TSM.ModelObject part, TSD.ModelObject DRpart, TSD.ViewBase view)
{
_mark = mark;
_part = part;
_DRpart = DRpart;
_view = view;
}
public void GetSize(TSM.ModelObject obj)
{
var assembly = obj as TSM.Assembly;
var mainPart = assembly.GetMainPart() as TSM.Part;
var reportPropertySize = "SIZE";
var size123 = 0.0;
var size124 = 0.0;
if (obj is TSM.Assembly)
{
var reinforcement = mainPart.GetReinforcements();
var reinf = reinforcement.Current as TSM.Reinforcement;
if (reinf.Class.Equals(123))
{
reinf.GetReportProperty(reportPropertySize, ref size123);
Size123 = size123;
}
else if (reinf.Class.Equals(124))
{
reinf.GetReportProperty(reportPropertySize, ref size124);
Size124 = size124;
}
}
}
/// <summary>Get int report property from this model object</summary>
/// <param name="name">Name of the report property</param>
/// <returns>Return value of report property or int.MinValue if not fided report property</returns>
public static int GetIntegerReportProperty(this TSM.ModelObject modelObject, string name)
{
int value = int.MinValue;
modelObject.GetReportProperty(name, ref value);
return(value);
}
public void GetNumber(TSM.ModelObject obj)
{
var assembly = obj as TSM.Assembly;
var mainPart = assembly.GetMainPart() as TSM.Part;
var reportPropertyNumber = "NUMBER";
var numberOfStrands123 = 0;
var numberOfStrands124 = 0;
if (obj is TSM.Assembly)
{
var reinforcement = mainPart.GetReinforcements();
while (reinforcement.MoveNext())
{
var reinf = reinforcement.Current as TSM.Reinforcement;
if (reinf.Class.Equals(123))
{
reinf.GetReportProperty(reportPropertyNumber, ref numberOfStrands123);
SumStrands123 += numberOfStrands123;
}
else if (reinf.Class.Equals(124))
{
reinf.GetReportProperty(reportPropertyNumber, ref numberOfStrands124);
SumStrands124 += numberOfStrands124;
}
}
}
}
/// <summary>
/// Create pad footing, column on a given position and create base plate connection between those
/// </summary>
/// <param name="PositionX">X-coordination of the position</param>
/// <param name="PositionY">Y-coordination of the position</param>
private void CreateFootingAndColumn(double PositionX, double PositionY)
{
ModelObject PadFooting = CreatePadFooting(PositionX, PositionY, double.Parse(FootingSize.Text));
ModelObject Column = CreateColumn(PositionX, PositionY);
CreateBasePlate(Column, PadFooting);
}
/// <summary>Get double report property from this model object</summary>
/// <param name="name">Name of the report property</param>
/// <returns>Return value of report property or int.MinValue if not fided report property</returns>
public static double GetDoubleReportProperty(this TSM.ModelObject modelObject, string name)
{
double value = int.MinValue;
modelObject.GetReportProperty(name, ref value);
return(value);
}
public static void Run(Tekla.Technology.Akit.IScript akit)
{
try
{
Model model = new Model();
DrawingHandler drawingHandler = new DrawingHandler();
ArrayList ModelObjectArray = new ArrayList();
if (drawingHandler.GetActiveDrawing() != null)
{
DrawingObjectEnumerator drawingObjectEnum = drawingHandler.GetDrawingObjectSelector().GetSelected();
while (drawingObjectEnum.MoveNext())
{
Tekla.Structures.Drawing.ModelObject dModelObject = (Tekla.Structures.Drawing.ModelObject)drawingObjectEnum.Current;
ModelObjectArray.Add(model.SelectModelObject(dModelObject.ModelIdentifier));
}
}
else
{
ModelObjectEnumerator modelObjectEnum = model.GetModelObjectSelector().GetSelectedObjects();
while (modelObjectEnum.MoveNext())
{
Tekla.Structures.Model.ModelObject modelObject = (Tekla.Structures.Model.ModelObject)modelObjectEnum.Current;
ModelObjectArray.Add(model.SelectModelObject(modelObject.Identifier));
}
}
Tekla.Structures.Model.UI.ModelObjectSelector modelObjectSelector = new Tekla.Structures.Model.UI.ModelObjectSelector();
modelObjectSelector.Select(ModelObjectArray);
akit.Callback("acmdCreateViewBySelectedObjectsExtrema", "", "main_frame");
akit.Callback("acmd_interrupt", "", "main_frame");
}
catch { }
}
/// <summary>
/// Create rebar on the given object to given position using FootingSize from dialog.
/// Polygon for the rebar is calculated from position and FootingSize from dialog, Polygon could also
/// be calculated using PadFooting's extrema.
/// </summary>
/// <param name="PadFooting">Father of the rebar</param>
/// <param name="PositionX">X-coordination</param>
/// <param name="PositionY"></param>
/// <returns></returns>
private void CreateRebar(ModelObject PadFooting, double PositionX, double PositionY)
{
RebarGroup Rebar = new RebarGroup();
Polygon RebarPolygon1 = new Polygon();
double MyFootingSize = double.Parse(FootingSize.Text);
//use given position and footing size
RebarPolygon1.Points.Add(new Point(PositionX - MyFootingSize / 2.0, PositionY - MyFootingSize / 2.0, 0));
RebarPolygon1.Points.Add(new Point(PositionX + MyFootingSize / 2.0, PositionY - MyFootingSize / 2.0, 0));
RebarPolygon1.Points.Add(new Point(PositionX + MyFootingSize / 2.0, PositionY + MyFootingSize / 2.0, 0));
RebarPolygon1.Points.Add(new Point(PositionX - MyFootingSize / 2.0, PositionY + MyFootingSize / 2.0, 0));
RebarPolygon1.Points.Add(new Point(PositionX - MyFootingSize / 2.0, PositionY - MyFootingSize / 2.0, 0));
Rebar.Polygons.Add(RebarPolygon1);
//or calculate by rebar's solid's Axis Aligned Bounding Box
//Rebar.Polygons.Add(GetPolygonBySolidsAABB(PadFooting as Beam));
Rebar.StartPoint.X = PositionX;
Rebar.StartPoint.Y = PositionY;
Rebar.StartPoint.Z = 0.0;
Rebar.EndPoint.X = PositionX;
Rebar.EndPoint.Y = PositionY;
Rebar.EndPoint.Z = -500.0;
Rebar.Father = PadFooting;
Rebar.EndPointOffsetType = Reinforcement.RebarOffsetTypeEnum.OFFSET_TYPE_COVER_THICKNESS;
Rebar.EndPointOffsetValue = 20.0;
Rebar.StartPointOffsetType = Reinforcement.RebarOffsetTypeEnum.OFFSET_TYPE_COVER_THICKNESS;
Rebar.StartPointOffsetValue = 20.0;
Rebar.Class = 3;
Rebar.Name = "FootingRebar";
Rebar.Grade = GradeTextBox.Text;
Rebar.Size = SizeTextBox.Text;
char[] Separator = { ' ' };
string[] Radiuses = BendingRadiusTextBox.Text.Split(Separator, StringSplitOptions.RemoveEmptyEntries);
foreach (string Item in Radiuses)
{
Rebar.RadiusValues.Add(Convert.ToDouble(Item));
}
Rebar.SpacingType = BaseRebarGroup.RebarGroupSpacingTypeEnum.SPACING_TYPE_TARGET_SPACE;
Rebar.Spacings.Add(100.0);
Rebar.ExcludeType = BaseRebarGroup.ExcludeTypeEnum.EXCLUDE_TYPE_BOTH;
Rebar.NumberingSeries.StartNumber = 0;
Rebar.NumberingSeries.Prefix = "Group";
Rebar.OnPlaneOffsets.Add(25.0);
Rebar.FromPlaneOffset = 40;
//Adding hooks to make rebar stronger
Rebar.StartHook.Shape = RebarHookData.RebarHookShapeEnum.HOOK_90_DEGREES;
Rebar.EndHook.Shape = RebarHookData.RebarHookShapeEnum.HOOK_90_DEGREES;
Rebar.OnPlaneOffsets.Add(10.0);
Rebar.OnPlaneOffsets.Add(25.0);
if (!Rebar.Insert())
{
Console.WriteLine("Inserting of rebar failed.");
}
}
/// <summary>Get string report property from this model object</summary>
/// <param name="name">Name of the report property</param>
/// <returns>Return value of report property or string.Empty if not fided report property</returns>
public static string GetStringReportProperty(this TSM.ModelObject modelObject, string name)
{
string value = string.Empty;
modelObject.GetReportProperty(name, ref value);
return(value);
}
public void GetPull(TSM.ModelObject obj)
{
var assembly = obj as TSM.Assembly;
var mainPart = assembly.GetMainPart() as TSM.Part;
var reportPropertyPull = "STRAND_PULL_FORCE";
var pull123 = 0;
var pull124 = 0;
if (obj is TSM.Assembly)
{
var reinforcement = mainPart.GetReinforcements();
var reinf = reinforcement.Current as TSM.Reinforcement;
if (reinf.Class.Equals(123))
{
reinf.GetReportProperty(reportPropertyPull, ref pull123);
Pull123 = Pull123;
}
else if (reinf.Class.Equals(124))
{
reinf.GetReportProperty(reportPropertyPull, ref pull124);
Pull124 = pull124;
}
}
}
private void AddsSecondariesDrawingObjectsToTreeNode(Assembly assembly, List <SZMK.TeklaInteraction.Shared.Models.Detail> Details, int CountMarks)
{
string Error = "Ошибка написания позиции детали";
try
{
ArrayList secondaries = assembly.GetSecondaries();
string _position = "";
for (int i = 0; i < secondaries.Count; i++)
{
ModelObject modelObject = secondaries[i] as ModelObject;
modelObject.GetReportProperty("PART_POS", ref _position);
long CountDetail = 0;
if (Details.Where(p => p.Position == _position).Count() > 0)
{
CountDetail = Details.Where(p => p.Position == _position).FirstOrDefault().Count *CountMarks;
Details.RemoveAll(p => p.Position == _position);
}
Details.Add(GetDetailAttribute(assembly, modelObject, CountDetail + 1));
}
}
catch (Exception E)
{
throw new Exception(Error, E);
}
}
private String GetNameDetail(Assembly assembly, ModelObject modelObject)
{
string _name = "";
modelObject.GetReportProperty("ADVANCED_OPTION.XS_DRAWING_PLOT_FILE_NAME_W", ref _name);
string temp = _name;
while (true)
{
temp = temp.Remove(0, _name.IndexOf('%') + 1);
string parm = temp.Substring(0, temp.IndexOf('%'));
_name = _name.Replace($"%{parm}%", GetParametersDetail(assembly, modelObject, parm));
temp = _name;
if (temp.IndexOf('%') == -1)
{
break;
}
}
return(_name);
}
private void GetInfoFromDrawing(DrawingObject pickedObject)
{
modelObjectTextBox.Clear();
if (pickedObject != null)
{
TSD.ModelObject modelObjectInDrawing = pickedObject as TSD.ModelObject;
if (modelObjectInDrawing != null)
{
TSM.ModelObject modelObjectInModel = model.SelectModelObject(modelObjectInDrawing.ModelIdentifier);
if (modelObjectInModel is TSM.Part)
{
Beam beam = modelObjectInModel as Beam;
if (beam != null)
{
GetBeamInfo(beam);
}
PolyBeam polyBeam = modelObjectInModel as PolyBeam;
if (polyBeam != null)
{
GetPolyBeamInfo(polyBeam);
}
ContourPlate contourPlate = modelObjectInModel as ContourPlate;
if (contourPlate != null)
{
GetContourPlateInfo(contourPlate);
}
}
}
}
}
internal static TSM.ModelObject SelectModelObject(int objectId)
{
TSM.ModelObject result = null;
TSM.ModelObject modelObject =
new TSM.Model().SelectModelObject(new Identifier(objectId));
result = modelObject;
return(result);
}
/// <summary>
/// 初始化;
/// </summary>
protected void Init()
{
if (mViewBase == null)
{
return;
}
CDimTools dimTools = CDimTools.GetInstance();
//初始化视图包围盒;
dimTools.InitViewBox();
//获取所有螺钉的数据字典;
Dictionary <Identifier, TSD.Bolt> dicIdentifierBolt = dimTools.GetAllBoltInDrawing(mViewBase);
//获取所有Drawing视图中的Part;
List <TSD.Part> partList = dimTools.GetAllPartInDrawing(mViewBase);
foreach (TSD.Part partInDrawing in partList)
{
//1.获取部件的信息;
TSM.ModelObject modelObjectInModel = dimTools.TransformDrawingToModel(partInDrawing);
TSM.Part partInModel = modelObjectInModel as TSM.Part;
CMrPart mrPart = null;
if (CMrMainBeam.GetInstance().mPartInModel.Identifier.GUID == partInModel.Identifier.GUID)
{
mrPart = CMrMainBeam.GetInstance();
mMainBeam = CMrMainBeam.GetInstance();
mMainBeam.mPartInDrawing = partInDrawing;
}
else
{
mrPart = new CMrPart(partInModel, partInDrawing);
}
dimTools.InitMrPart(modelObjectInModel, mViewBase, mrPart);
AppendMrPart(mrPart);
InitMrPart(mrPart);
mrPart.GetBeamTopViewInfo().InitMrPartTopViewInfo();
//2.获取部件中的所有螺钉组;
List <BoltArray> boltArrayList = dimTools.GetAllBoltArray(partInModel);
foreach (BoltArray boltArray in boltArrayList)
{
TSD.Bolt boltInDrawing = dicIdentifierBolt[boltArray.Identifier];
CMrBoltArray mrBoltArray = new CMrBoltArray(boltArray, boltInDrawing);
dimTools.InitMrBoltArray(boltArray, mViewBase, mrBoltArray);
InitMrBoltArray(mrBoltArray);
mrPart.AppendMrBoltArray(mrBoltArray);
}
dimTools.UpdateViewBox(mrPart);
}
CMrMarkManager.GetInstance().Clear();
}
private void ApplyChangeManagementUDA(bool Added, TSM.ModelObject obj)
{
Phase objPhase;
if (Added)
{
int number;
if (Int32.TryParse(txb_AddedPhase.Text, out number))
{
//set object phase
objPhase = new Phase(number);
obj.SetPhase(objPhase);
//get phase back with full information
obj.GetPhase(out objPhase);
//save info, trim and apply to object
string phaseName = objPhase.PhaseName;
phaseName = phaseName.Trim();
if (phaseName.LastIndexOf(" ") > 0)
{
phaseName = phaseName.Substring(0, phaseName.LastIndexOf(" ", phaseName.Length));
}
obj.SetUserProperty("SDLT_CH_REF", phaseName);
}
obj.SetUserProperty("SDLT_MOD_TYPE", 1);
}
else
{
int number;
if (Int32.TryParse(txb_DeletedPhase.Text, out number))
{
//set object phase
objPhase = new Phase(number);
obj.SetPhase(objPhase);
//get phase back with full information
obj.GetPhase(out objPhase);
//save info, trim and apply to object
string phaseName = objPhase.PhaseName;
phaseName = phaseName.Trim();
if (phaseName.LastIndexOf(" ") > 0)
{
phaseName = phaseName.Substring(0, phaseName.LastIndexOf(" ", phaseName.Length));
}
obj.SetUserProperty("SDLT_CH_REF", phaseName);
}
obj.SetUserProperty("SDLT_MOD_TYPE", 0);
}
obj.SetUserProperty("SDLT_CH_TYPE", cb_ChangeType.SelectedIndex - 1);
obj.SetUserProperty("SDLT_CH_BY_ORG", cb_RaisedBy.SelectedIndex - 1);
obj.SetUserProperty("SDLT_CH_MODEL_BY", "ATKINS");
obj.SetUserProperty("SDLT_CH_DATE", DateTime.Today.Date.ToString("dd'.'MM'.'yyyy"));
obj.SetUserProperty("SDLT_CH_REV", txb_ChangeRevision.Text);
}
private string getPhaseNameFromReinforcement(ReinforcementBase drawingObject)
{
TSDrg.ReinforcementBase dwgRebar = drawingObject as TSDrg.ReinforcementBase;
TSM.Model MyModel = new TSM.Model();
TSM.ModelObject modelRebar = MyModel.SelectModelObject(dwgRebar.ModelIdentifier);
TSM.Phase rebarPhase = new TSM.Phase();
modelRebar.GetPhase(out rebarPhase);
return(rebarPhase.PhaseName);
}
private void btn_createUstirrup_Click(object sender, EventArgs e)
{
//기본객체 생성
RebarGroup rebarGroup = new RebarGroup();
Picker picker = new Picker();
//부재선택
TSM.ModelObject mainpart = picker.PickObject(Picker.PickObjectEnum.PICK_ONE_PART, "철근을 삽입할 부재를 선택하세요.");
TSM.Beam Beam = mainpart as TSM.Beam;
rebarGroup.Father = Beam;
//철근 형태를 결정할 Point 선택
ArrayList shapePoints = picker.PickPoints(Picker.PickPointEnum.PICK_POLYGON, "철근 형태를 결정할 포인트를 선택하세요.");
TSM.Polygon polygon = new TSM.Polygon();
for (int i = 0; i < shapePoints.Count; i++)
{
polygon.Points.Add(shapePoints[i]);
}
rebarGroup.Polygons.Add(polygon);
//철근 생성 위치를 결정할 Point 선택
ArrayList locationPoints = picker.PickPoints(Picker.PickPointEnum.PICK_POLYGON, "철근 생성 위치를 결정할 포인트를 선택하세요.");
rebarGroup.StartPoint = (TSG.Point)locationPoints[0];
rebarGroup.EndPoint = (TSG.Point)locationPoints[1];
//RebarInfo 클래스에서 불러올 값
rebarGroup.Name = "Rebar";
rebarGroup.Size = "13";
rebarGroup.Grade = "SD400";
rebarGroup.RadiusValues.Add(60.00);
rebarGroup.Class = 11;
//Form에서 설정
rebarGroup.StartHook.Shape = RebarHookData.RebarHookShapeEnum.HOOK_180_DEGREES;
rebarGroup.EndHook.Shape = RebarHookData.RebarHookShapeEnum.HOOK_180_DEGREES;
rebarGroup.OnPlaneOffsets.Add(25.00);
rebarGroup.FromPlaneOffset = 25;
rebarGroup.StartPointOffsetValue = 25;
rebarGroup.EndPointOffsetValue = 25;
rebarGroup.SpacingType = BaseRebarGroup.RebarGroupSpacingTypeEnum.SPACING_TYPE_TARGET_SPACE;
rebarGroup.Spacings.Add(200);
rebarGroup.ExcludeType = BaseRebarGroup.ExcludeTypeEnum.EXCLUDE_TYPE_NONE;
rebarGroup.StirrupType = RebarGroup.RebarGroupStirrupTypeEnum.STIRRUP_TYPE_POLYGONAL;
if (!rebarGroup.Insert())
{
Console.WriteLine("insert failed");
}
else
{
model.CommitChanges();
}
}
private static void swapEndForces(TSM.ModelObject part)
{
var originalEnd1 = string.Empty;
var originalEnd2 = string.Empty;
part.GetUserProperty("BM_FORCE1", ref originalEnd1);
part.GetUserProperty("BM_FORCE2", ref originalEnd2);
part.SetUserProperty("BM_FORCE1", originalEnd2);
part.SetUserProperty("BM_FORCE2", originalEnd1);
}
private void btn_action_Click(object sender, EventArgs e)
{
// kết nối với model đang hiện hành.
tsm.Model model = new tsm.Model();
if (!model.GetConnectionStatus())
{
MessageBox.Show("Tekla is not connected!! @@");
return;
}
// kiểm tra xem đã kết nối được với model chưa.
//--------------------------------
// Nhặt 2 đối tượng Rebar group
tsm.RebarGroup rebargroup0 = null;
tsm.RebarGroup rebargroup1 = null;
// Khởi tạo picker
mui.Picker picker = new mui.Picker();
string mess = "";
while (rebargroup0 == null & rebargroup1 == null)
{
try
{
tsm.ModelObject obj0 = picker.PickObject(mui.Picker.PickObjectEnum.PICK_ONE_OBJECT, mess + "pick a group Rebar 0");
if (obj0 as tsm.RebarGroup != null)
{
rebargroup0 = obj0 as tsm.RebarGroup;
mess = "";
}
else
{
mess = "Object is not a Rebar group. ";
}
tsm.ModelObject obj1 = picker.PickObject(mui.Picker.PickObjectEnum.PICK_ONE_OBJECT, mess + "pick a group Rebar 1");
if (obj1 as tsm.RebarGroup != null)
{
rebargroup1 = obj1 as tsm.RebarGroup;
mess = "";
}
else
{
mess = "Object is not a Rebar group. ";
}
}
catch
{
Operation.DisplayPrompt("not select");
return;
}
}
}
private List <string> readBarInformation(ReinforcementBase dwgRebar)
{
List <string> info = new List <string>();
TSM.Model MyModel = new TSM.Model();
TSM.ModelObject modelRebar = MyModel.SelectModelObject(dwgRebar.ModelIdentifier);
TSM.Phase rebarPhase = new TSM.Phase();
modelRebar.GetPhase(out rebarPhase);
info.Add(rebarPhase.PhaseName);
string shapeCode = null;
bool gotProperty = modelRebar.GetReportProperty("REBAR_POS", ref shapeCode);
info.Add(shapeCode);
return(info);
}
//This method gets the pciked object ID and selecs it in the model, showing
//some of its information in the form
private void GetInfoFromDrawing(DrawingObject pickedObject)
{
modelObjectTextBox.Clear();
if (pickedObject != null)
{
TSD.ModelObject modelObjectInDrawing = pickedObject as TSD.ModelObject;
if (modelObjectInDrawing != null)
{
TSM.ModelObject modelObjectInModel = _model.SelectModelObject(modelObjectInDrawing.ModelIdentifier);
if (modelObjectInModel is TSM.RebarGroup || modelObjectInModel is TSM.Reinforcement)
{
Reinforcement beam = modelObjectInModel as Reinforcement;
if (beam != null)
{
double radius = double.Parse(beam.RadiusValues[0].ToString());
Solid sol = beam.GetSolid();
double maxX = sol.MaximumPoint.X;
double maxY = sol.MaximumPoint.Y;
double maxZ = sol.MaximumPoint.Z;
double minX = sol.MinimumPoint.X;
double minY = sol.MinimumPoint.Y;
double minZ = sol.MinimumPoint.Z;
// start vẽ polyline
Polyline MyPolyline;
PointList PolygonPoints = new PointList();
for (double i = maxY - radius; i <= maxY; i += 1)
{
PolygonPoints.Add(new g3d.Point(i, i));
}
DrawingObjectEnumerator views = _drawingHandler.GetActiveDrawing().GetSheet().GetAllViews();
while (views.MoveNext())
{
MyPolyline = new Polyline(views.Current as ViewBase, PolygonPoints);
MyPolyline.Insert();
}
GetBeamInfo(beam);
//end vẽ đường thẳng
}
}
}
}
}
/// <summary>
/// Method that creates connection (1004) between two given objects
/// </summary>
/// <param name="PrimaryObject"></param>
/// <param name="SecondaryObject"></param>
private static void CreateBasePlate(ModelObject PrimaryObject, ModelObject SecondaryObject)
{
Connection BasePlate = new Connection();
BasePlate.Name = "Stiffened Base Plate";
BasePlate.Number = 1014;
BasePlate.LoadAttributesFromFile("standard");
BasePlate.UpVector = new Vector(0, 0, 1000);
BasePlate.PositionType = PositionTypeEnum.COLLISION_PLANE;
BasePlate.SetPrimaryObject(PrimaryObject);
BasePlate.SetSecondaryObject(SecondaryObject);
BasePlate.SetAttribute("cut", 1); //Enable anchor rods
if (!BasePlate.Insert())
{
Console.WriteLine("Insertion of stiffened base plate failed.");
}
}
private String GetDiscriptrion(ModelObject modelObject)
{
try
{
int IntAnswer = 0;
modelObject.GetReportProperty("HAS_HOLES", ref IntAnswer);
if (IntAnswer == 0)
{
return("");
}
else
{
return("Отв. ");
}
}
catch (Exception E)
{
throw new Exception(E.Message, E);
}
}
private void btnSeleccionarMuro_Click(object sender, EventArgs e)
{
Picker Picker = new Picker();
try
{
Tekla.Structures.Model.ModelObject objeto = Picker.PickObject(Picker.PickObjectEnum.PICK_ONE_OBJECT);
if (!(objeto is Beam))
{
MessageBox.Show("debe seleccionar un muro...");
return;
}
muro = (Beam)objeto;
this.lblMuroSeleccionado.Text = muro.Name + " " + muro.Material.MaterialString;
}
catch (Exception ex)
{
Console.Write(ex.Message);
}
}
private String GetMethodOfPainting(ModelObject modelObject)
{
try
{
string StringAnswer = "";
modelObject.GetReportProperty("ASSEMBLY.MAINPART.FINISH", ref StringAnswer);
if (StringAnswer == "")
{
modelObject.GetReportProperty("USERDEFINED.Obrabotka", ref StringAnswer);
return(StringAnswer);
}
else
{
return(StringAnswer);
}
}
catch (Exception E)
{
throw new Exception(E.Message, E);
}
}
private List <Shared.Models.Detail> AddMainDetailDrawingObjects(AssemblyDrawing parentDrawing, int CountMark)
{
try
{
List <Shared.Models.Detail> Details = new List <SZMK.TeklaInteraction.Shared.Models.Detail>();
Assembly assembly = model.SelectModelObject(parentDrawing.AssemblyIdentifier) as Assembly;
ModelObject modelObject = assembly.GetMainPart();
Details.Add(GetDetailAttribute(assembly, modelObject, 1));
AddsSecondariesDrawingObjectsToTreeNode(assembly, Details, CountMark);
return(Details);
}
catch (Exception E)
{
throw new Exception(E.Message, E);
}
}
private String GetMachining(ModelObject modelObject)
{
try
{
string StringAnswer = "";
modelObject.GetReportProperty("PROFILE_TYPE", ref StringAnswer);
string tempA = "";
string tempB = "";
if (StringAnswer == "B")
{
modelObject.GetReportProperty("VOLUME", ref tempA);
modelObject.GetReportProperty("VOLUME_NET", ref tempB);
if (tempA == tempB)
{
StringAnswer = "";
}
else
{
StringAnswer = "Фаска/Стр. ";
}
}
else
{
StringAnswer = "";
}
modelObject.GetReportProperty("USERDEFINED.comment", ref tempA);
if (tempA == "0")
{
return(StringAnswer += "");
}
else
{
return(StringAnswer += tempA);
}
}
catch (Exception E)
{
throw new Exception(E.Message, E);
}
}
/// <summary>
/// 显示拾取对象的信息;
/// </summary>
/// <param name="pickedObject"></param>
private void ShowDrawingObjectInfo(DrawingObject pickedObject, TSD.ViewBase viewBase)
{
if (null == pickedObject)
{
return;
}
if (pickedObject is TSD.ModelObject)
{
TSD.ModelObject modelObjectInDrawing = pickedObject as TSD.ModelObject;
TSM.ModelObject modelObject = CDimTools.GetInstance().TransformDrawingToModel(modelObjectInDrawing);
if (modelObject is TSM.Part)
{
TSM.Part partInModel = modelObject as TSM.Part;
TSD.Part partInDrawing = modelObjectInDrawing as TSD.Part;
CMrPart mrPart = new CMrPart(partInModel, partInDrawing);
CDimTools.GetInstance().InitMrPart(partInModel, viewBase as TSD.View, mrPart);
UpdateUIInfo(mrPart);
}
}
}
private void markHandler(TSD.Mark currentMark)
{
if (currentMark.Attributes.Content.Count > 0)
{
System.Type[] Types = new System.Type[1];
Types.SetValue(typeof(TSD.ModelObject), 0);
TSD.DrawingObjectEnumerator markObjects = currentMark.GetRelatedObjects(Types);
foreach (TSD.ModelObject currentDO in markObjects)
{
TSM.Model myModel = new TSM.Model();
TSM.ModelObject modelObject = myModel.SelectModelObject(currentDO.ModelIdentifier);
if (modelObject != null)
{
if (modelObject is TSM.Beam)
{
TSM.Beam currentMO = modelObject as TSM.Beam;
markBeams.Add(new _Mark_Beam(currentMark, currentMO, currentDO, this.view));
}
else if (modelObject is TSM.PolyBeam)
{
TSM.PolyBeam currentMO = modelObject as TSM.PolyBeam;
markPolyBeams.Add(new _Mark_PolyBeam(currentMark, currentMO, currentDO, this.view));
}
else if (modelObject is TSM.ContourPlate)
{
TSM.ContourPlate currentMO = modelObject as TSM.ContourPlate;
markContourPlates.Add(new _Mark_ContourPlate(currentMark, currentMO, currentDO, this.view));
}
else if (modelObject is TSM.SingleRebar)
{
TSM.SingleRebar currentMO = modelObject as TSM.SingleRebar;
markSingleRebars.Add(new _Mark_SingleRebar(currentMark, currentMO, currentDO, this.view));
}
else if (modelObject is TSM.RebarGroup)
{
TSM.BaseRebarGroup currentMO = modelObject as TSM.RebarGroup;
markRebarBases.Add(new _Mark_RebarGroup(currentMark, currentMO, currentDO, this.view));
}
else if (modelObject is TSM.BoltGroup)
{
TSM.BoltGroup currentMO = modelObject as TSM.BoltGroup;
markBoltGroup.Add(new _Mark_BoltGroup(currentMark, currentMO, currentDO, this.view));
}
}
}
}
}
