public Result Execute(ExternalCommandData commandData, ref string message, ElementSet elements)
{
Application app = commandData.Application.Application;
UIDocument uidoc = commandData.Application.ActiveUIDocument;
Document doc = uidoc.Document;
IList<Reference> ref2List = new List<Reference>();
try
{
ref2List = uidoc.Selection.PickObjects(ObjectType.Element, new WallOrBeamSelectFilter(), "Pick walls and/or beams to disallow join in both ends");
}
catch(Autodesk.Revit.Exceptions.OperationCanceledException)
{
message = "Command cancelled, Click finish in top left corner to complete the command";
return Result.Cancelled;
}
using (Transaction t1 = new Transaction(doc, "Dissalow Join"))
{
t1.Start();
foreach (Reference r in ref2List)
{
Element e = doc.GetElement(r);
if (e is Wall)
{
Wall wall = e as Wall;
WallUtils.DisallowWallJoinAtEnd(wall, 0);
WallUtils.DisallowWallJoinAtEnd(wall, 1);
}
else if (e.Category.Id.IntegerValue == (int) BuiltInCategory.OST_StructuralFraming) {
FamilyInstance familyInstance = e as FamilyInstance;
StructuralFramingUtils.DisallowJoinAtEnd(familyInstance, 0);
StructuralFramingUtils.DisallowJoinAtEnd(familyInstance, 1);
}
}
t1.Commit();
}
return Result.Succeeded;
}
public Result Execute(
ExternalCommandData commandData,
ref string message,
ElementSet elements)
{
UIApplication uiapp = commandData.Application;
UIDocument uidoc = uiapp.ActiveUIDocument;
Application app = uiapp.Application;
Document doc = uidoc.Document;
ISelectionFilter beamFilter = new CategorySelectionFilter("Structural Framing");
IList <Reference> refsBeams = uidoc.Selection.PickObjects(ObjectType.Element, beamFilter, "Select Beams");
using (var form = new FormJoin())
{
form.ShowDialog();
if (form.DialogResult == winForm.DialogResult.Cancel)
{
return(Result.Cancelled);
}
using (Transaction t = new Transaction(doc, "Edit Beam Join"))
{
t.Start();
foreach (Reference r in refsBeams)
{
FamilyInstance ele = doc.GetElement(r) as FamilyInstance;
if (form.allowStartValue)
{
StructuralFramingUtils.AllowJoinAtEnd(ele, 0);
}
if (form.allowEndValue)
{
StructuralFramingUtils.AllowJoinAtEnd(ele, 1);
}
if (form.disallowStartValue)
{
StructuralFramingUtils.DisallowJoinAtEnd(ele, 0);
}
if (form.disallowEndValue)
{
StructuralFramingUtils.DisallowJoinAtEnd(ele, 1);
}
if (form.miterStart)
{
ele.ExtensionUtility.set_Extended(0, true);
}
if (form.miterEnd)
{
ele.ExtensionUtility.set_Extended(1, true);
}
}
t.Commit();
}//close using
return(Result.Succeeded);
}//close form using
}
public List <ApplicationPlaceholderObject> ColumnToNative(Column speckleColumn)
{
if (speckleColumn.baseLine == null)
{
throw new Speckle.Core.Logging.SpeckleException("Only line based Beams are currently supported.");
}
DB.FamilySymbol familySymbol = GetElementType <FamilySymbol>(speckleColumn);
var baseLine = CurveToNative(speckleColumn.baseLine).get_Item(0);
// If the start point elevation is higher than the end point elevation, reverse the line.
if (baseLine.GetEndPoint(0).Z > baseLine.GetEndPoint(1).Z)
{
baseLine = DB.Line.CreateBound(baseLine.GetEndPoint(1), baseLine.GetEndPoint(0));
}
DB.Level level = null;
DB.Level topLevel = null;
DB.FamilyInstance revitColumn = null;
//var structuralType = StructuralType.Column;
var isLineBased = true;
var speckleRevitColumn = speckleColumn as RevitColumn;
if (speckleRevitColumn != null)
{
level = LevelToNative(speckleRevitColumn.level);
topLevel = LevelToNative(speckleRevitColumn.topLevel);
//structuralType = speckleRevitColumn.structural ? StructuralType.Column : StructuralType.NonStructural;
//non slanted columns are point based
isLineBased = speckleRevitColumn.isSlanted;
}
if (level == null)
{
level = LevelToNative(LevelFromCurve(baseLine));
topLevel = LevelToNative(LevelFromPoint(baseLine.GetEndPoint(1)));
}
//try update existing
var docObj = GetExistingElementByApplicationId(speckleColumn.applicationId);
bool isUpdate = false;
if (docObj != null)
{
try
{
var revitType = Doc.GetElement(docObj.GetTypeId()) as ElementType;
// if family changed, tough luck. delete and let us create a new one.
if (familySymbol.FamilyName != revitType.FamilyName)
{
Doc.Delete(docObj.Id);
}
else
{
revitColumn = (DB.FamilyInstance)docObj;
switch (revitColumn.Location)
{
case LocationCurve crv:
crv.Curve = baseLine;
break;
case LocationPoint pt:
pt.Point = baseLine.GetEndPoint(0);
break;
}
// check for a type change
if (!string.IsNullOrEmpty(familySymbol.FamilyName) && familySymbol.FamilyName != revitType.Name)
{
revitColumn.ChangeTypeId(familySymbol.Id);
}
}
isUpdate = true;
}
catch { }
}
if (revitColumn == null && isLineBased)
{
revitColumn = Doc.Create.NewFamilyInstance(baseLine, familySymbol, level, StructuralType.Column);
if (revitColumn.Symbol.Family.FamilyPlacementType == FamilyPlacementType.CurveDrivenStructural)
{
StructuralFramingUtils.DisallowJoinAtEnd(revitColumn, 0);
StructuralFramingUtils.DisallowJoinAtEnd(revitColumn, 1);
}
}
//try with a point based column
if (speckleRevitColumn != null && revitColumn == null && !isLineBased)
{
var start = baseLine.GetEndPoint(0);
var end = baseLine.GetEndPoint(1);
var basePoint = start.Z < end.Z ? start : end; // pick the lowest
revitColumn = Doc.Create.NewFamilyInstance(basePoint, familySymbol, level, StructuralType.NonStructural);
//
//rotate, we know it must be a RevitColumn
var axis = DB.Line.CreateBound(new XYZ(basePoint.X, basePoint.Y, 0), new XYZ(basePoint.X, basePoint.Y, 1000));
(revitColumn.Location as LocationPoint).Rotate(axis, speckleRevitColumn.rotation - (revitColumn.Location as LocationPoint).Rotation);
}
if (revitColumn == null)
{
throw (new Exception($"Failed to create column for {speckleColumn.applicationId}."));
}
TrySetParam(revitColumn, BuiltInParameter.FAMILY_BASE_LEVEL_PARAM, level);
TrySetParam(revitColumn, BuiltInParameter.FAMILY_TOP_LEVEL_PARAM, topLevel);
if (speckleRevitColumn != null)
{
if (speckleRevitColumn.handFlipped != revitColumn.HandFlipped)
{
revitColumn.flipHand();
}
if (speckleRevitColumn.facingFlipped != revitColumn.FacingFlipped)
{
revitColumn.flipFacing();
}
//do change offset for slanted columns, it's automatic
if (!isLineBased)
{
SetOffsets(revitColumn, speckleRevitColumn);
}
SetInstanceParameters(revitColumn, speckleRevitColumn);
}
var placeholders = new List <ApplicationPlaceholderObject>()
{
new ApplicationPlaceholderObject {
applicationId = speckleColumn.applicationId, ApplicationGeneratedId = revitColumn.UniqueId, NativeObject = revitColumn
}
};
// TODO: nested elements.
Report.Log($"{(isUpdate ? "Updated" : "Created")} Column {revitColumn.Id}");
return(placeholders);
}
public Result Execute(ExternalCommandData commandData, ref string message, ElementSet elements)
{
UIDocument uidoc = commandData.Application.ActiveUIDocument;
Autodesk.Revit.DB.Document doc = uidoc.Document;
Transaction trans = new Transaction(doc);
trans.Start("交易開始");
//訂定土體範圍
List <XYZ> topxyz = new List <XYZ>();
XYZ t1 = new XYZ(-200, -200, 0);
XYZ t2 = new XYZ(200, -200, 0);
XYZ t3 = new XYZ(200, 200, 0);
XYZ t4 = new XYZ(-200, 200, 0);
topxyz.Add(t1 * 1000 / 304.8);
topxyz.Add(t2 * 1000 / 304.8);
topxyz.Add(t3 * 1000 / 304.8);
topxyz.Add(t4 * 1000 / 304.8);
TopographySurface.Create(doc, topxyz);
//開挖深度所需參數
FilteredElementCollector collector = new FilteredElementCollector(doc);
collector.OfClass(typeof(BuildingPadType));
BuildingPadType bdtp = collector.FirstElement() as BuildingPadType;
csv_read csv = new csv_read();
csv.Main();
//開挖各階之深度輸入
List <double> height = new List <double>();
foreach (var data in csv.excaLevel)
{
height.Add(data.Item2 * -1);
}
//建立開挖階數
Level[] levlist = new Level[height.Count()];
for (int i = 0; i != height.Count(); i++)
{
levlist[i] = Level.Create(doc, height[i] * 1000 / 304.8);
levlist[i].Name = "開挖階數" + (i + 1).ToString();
}
double wallLength = csv.Wall_length;
Level DW_level = Level.Create(doc, wallLength * -1 * 1000 / 304.8);
//建立回築樓層
Level[] re_levlist = new Level[csv.back.Count()];
for (int i = 0; i != csv.back.Count(); i++)
{
re_levlist[i] = Level.Create(doc, (csv.back[i].Item2 * -1 + csv.back[i].Item3 / (2)) * 1000 / 304.8);
re_levlist[i].Name = (csv.back[i].Item1).ToString();
}
Level[] all_level_list = new Level[levlist.Count() + re_levlist.Count()];
all_level_list = levlist.Concat(re_levlist).ToArray();
//訂定開挖範圍
IList <CurveLoop> profileloops = new List <CurveLoop>();
IList <Curve> wall_profileloops = new List <Curve>();
//須回到原點
XYZ[] points = new XYZ[csv.excaRange.Count()];
for (int i = 0; i != csv.excaRange.Count(); i++)
{
points[i] = new XYZ(csv.excaRange[i].Item1, csv.excaRange[i].Item2, 0) * 1000 / 304.8;
}
CurveLoop profileloop = new CurveLoop();
for (int i = 0; i < points.Count() - 1; i++)
{
Line line = Line.CreateBound(points[i], points[i + 1]);
wall_profileloops.Add(line);
profileloop.Append(line);
}
profileloops.Add(profileloop);
Level levdeep = null;
//建立開挖深度
ICollection <Level> level_familyinstance = new FilteredElementCollector(doc).OfClass(typeof(Level)).Cast <Level>().ToList();
foreach (Level lev in level_familyinstance)
{
if (lev.Name == levlist[levlist.Count() - 1].Name)
{
BuildingPad b = BuildingPad.Create(doc, bdtp.Id, lev.Id, profileloops);
levdeep = lev;
}
}
//建立連續壁
IList <Curve> inner_wall_curves = new List <Curve>();
double wall_W = csv.Wall_width * 1000; //連續壁厚度
List <Wall> inner_wall = new List <Wall>();
ICollection <WallType> walltype_familyinstance = new FilteredElementCollector(doc).OfClass(typeof(WallType)).Cast <WallType>().ToList();
foreach (WallType walltype in walltype_familyinstance)
{
if (walltype.Name == "連續壁")
{
for (int i = 0; i < points.Count <XYZ>() - 1; i++)
{
Curve c = wall_profileloops[i].CreateOffset(wall_W / 2 / 304.8, new XYZ(0, 0, -1)); //偏移連續壁厚度1/2的距離，做為建置參考線
Wall w = Wall.Create(doc, c, walltype.Id, DW_level.Id, wallLength * 1000 / 304.8, 0, false, false);
w.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set("連續壁");
inner_wall.Add(w);
}
}
}
trans.Commit();
//取得連續壁內座標點
XYZ[] innerwall_points = new XYZ[points.Count <XYZ>()];
XYZ[] for_check_innerwall_points = new XYZ[points.Count <XYZ>()]; //計算支撐中間樁之擺放界線
for (int i = 0; i < (inner_wall.Count <Wall>()); i++)
{
//inner
XYZ wall_curve_point = (inner_wall[i].Location as LocationCurve).Curve.Tessellate()[0];
wall_curve_point = new XYZ(wall_curve_point.X, wall_curve_point.Y, 0);
innerwall_points[i] = points[i] - (points[i] - wall_curve_point) * 2;
for_check_innerwall_points[i] = points[i] - (points[i] - wall_curve_point) * 1.4; //計算支撐中間樁之擺放界線
}
innerwall_points[points.Count <XYZ>() - 1] = innerwall_points[0];
for_check_innerwall_points[points.Count <XYZ>() - 1] = for_check_innerwall_points[0];
//取得側牆profile
IList <CurveLoop> bdtpCurve = new List <CurveLoop>();
IList <Curve> side_wall_profileloops = new List <Curve>();
CurveLoop bdtploop = new CurveLoop();
for (int i = 0; i < innerwall_points.Count() - 1; i++)
{
Line line = Line.CreateBound(innerwall_points[i], innerwall_points[i + 1]);
side_wall_profileloops.Add(line);
bdtploop.Append(line);
}
//trans.commit();
trans.Start("inner_buildingpad");
// /*
bdtpCurve.Add(bdtploop);
//建立開挖深度
ICollection <Level> level_family = new FilteredElementCollector(doc).OfClass(typeof(Level)).Cast <Level>().ToList();
foreach (Level lev in level_family)
{
if (lev.Name == levlist[levlist.Count() - 1].Name)
{
BuildingPad b = BuildingPad.Create(doc, bdtp.Id, lev.Id, bdtpCurve);
//b.get_Parameter(BuiltInParameter.)
//b.LookupParameter("厚度").SetValueString("1");
levdeep = lev;
}
}
// */
trans.Commit();
trans.Start("side_wall");
//建立側牆
List <Wall> side_wall = new List <Wall>();
foreach (WallType walltype in walltype_familyinstance)
{
if (walltype.Name == "側牆")
{
for (int i = 0; i < csv.sidewall.Count; i++)
{
double floor_width = csv.back[i].Item3 * 1000 / 304.8; //set the width to a new value
double floor_deep = -csv.back[i].Item2 * 1000 / 304.8;
double floor_bottom = (floor_deep + floor_width / 2); //側牆底部高程點(考慮厚度做offset後-往上半個厚度)
double floor_top = (csv.back[i + 1].Item2 + csv.back[i + 1].Item3 / 2) * 1000 / 304.8; //側牆頂部高程點(考慮厚度做offset後-往下半個厚度)
for (int j = 0; j < points.Count <XYZ>() - 1; j++)
{
Curve side_c = side_wall_profileloops[j].CreateOffset((csv.sidewall[i].Item2 * 1000 / 2) / 304.8, new XYZ(0, 0, -1)); //此步驟為偏移擋土牆厚度1/2距離，作為建置參考線
Wall side_w = Wall.Create(doc, side_c, walltype.Id, re_levlist[i].Id, (floor_bottom * (-1) - floor_top), 0, false, false);
side_w.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set(csv.sidewall[i].Item1 + "側牆");
side_wall.Add(side_w);
}
}
}
}
trans.Commit();
//取得側牆牆點座標
CurveArray profileloops_array = new CurveArray();
XYZ[] sidewall_points = new XYZ[points.Count <XYZ>()];
for (int i = 0; i < (inner_wall.Count <Wall>()); i++)
{
//side
XYZ side_wall_curve_point = (side_wall[i].Location as LocationCurve).Curve.Tessellate()[0];
side_wall_curve_point = new XYZ(side_wall_curve_point.X, side_wall_curve_point.Y, 0);
sidewall_points[i] = innerwall_points[i] - (innerwall_points[i] - side_wall_curve_point) * 2;
}
sidewall_points[points.Count <XYZ>() - 1] = sidewall_points[0];
//建立底板範圍
for (int i = 0; i < points.Count() - 1; i++)
{
Line line = Line.CreateBound(innerwall_points[i], innerwall_points[i + 1]);
profileloops_array.Append(line);
}
trans.Start("建立底板");
//建立底板類型及實作元件
ICollection <FloorType> family = new FilteredElementCollector(doc).OfClass(typeof(FloorType)).Cast <FloorType>().ToList();
FloorType floor_type = family.Where(x => x.Name == "通用 300mm").First();
int base_control = 0;
foreach (Tuple <string, double, double, double> base_tuple in csv.back)
{
FloorType newFamSym = null;
try { newFamSym = floor_type.Duplicate(base_tuple.Item1) as FloorType; } catch { newFamSym = family.Where(x => x.Name == base_tuple.Item1).First(); }
double floor_width = base_tuple.Item3 * 1000 / 304.8; //set the width to a new value
double floor_deep = base_tuple.Item2 * -1 * 1000 / 304.8;
double floor_offset = (floor_deep + floor_width / 2) * 304.8;
newFamSym.GetCompoundStructure().GetLayers()[0].Width = floor_width;
CompoundStructure ly = newFamSym.GetCompoundStructure();
ly.SetLayerWidth(0, floor_width);
newFamSym.SetCompoundStructure(ly);
Floor floor = doc.Create.NewFloor(profileloops_array, newFamSym as FloorType, re_levlist[base_control], false);
floor.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set(base_tuple.Item1);
floor.get_Parameter(BuiltInParameter.FLOOR_HEIGHTABOVELEVEL_PARAM).SetValueString("0");
base_control += 1;
}
trans.Commit();
//取得所有XY數值
List <double> Xs = new List <double>();
List <double> Ys = new List <double>();
double[] slope = new double[inner_wall.Count <Wall>()];
double[] bias = new double[inner_wall.Count <Wall>()];
for (int i = 0; i < (innerwall_points.Count <XYZ>()); i++)
{
Xs.Add(innerwall_points[i].X);
Ys.Add(innerwall_points[i].Y);
if (i < slope.Count())
{
if (innerwall_points[i + 1].X - innerwall_points[i].X == 0)
{
slope[i] = 20172018;
bias[i] = innerwall_points[i + 1].X;
}
else
{
slope[i] = (innerwall_points[i + 1].Y - innerwall_points[i].Y) / (innerwall_points[i + 1].X - innerwall_points[i].X);
if (slope[i] == 0 || Math.Abs(slope[i]) < 0.0000001)
{
bias[i] = innerwall_points[i + 1].Y;
}
else
{
bias[i] = innerwall_points[i + 1].Y - slope[i] * innerwall_points[i + 1].X;
}
}
}
}
Transaction trans_2 = new Transaction(doc);
trans_2.Start("交易開始");
//開始建立中間樁
double columns_dis = csv.centralCol[0].Item1 * 1000 / 304.8; //中間樁間距
ICollection <FamilySymbol> columns_familyinstance = new FilteredElementCollector(doc).OfClass(typeof(FamilySymbol)).Cast <FamilySymbol>().ToList();
foreach (FamilySymbol column_type in columns_familyinstance)
{
if (column_type.Name == "中間樁")
{
for (int j = 0; j < (Math.Abs(Ys.Max() - Ys.Min()) / columns_dis - 1); j++)
{
for (int i = 0; i < (Math.Abs(Xs.Max() - Xs.Min()) / columns_dis - 1); j++)
{
XYZ column_location = new XYZ(Xs.Min() + (i + 1) * columns_dis, Ys.Min() + (j + 1) * columns_dis, 0);
if (IsInPolygon(column_location, innerwall_points) == true)
{
//TaskDialog.Show("asd", "asd");
FamilyInstance column_instance = doc.Create.NewFamilyInstance(column_location, column_type, levdeep, Autodesk.Revit.DB.Structure.StructuralType.Column);
column_instance.get_Parameter(BuiltInParameter.FAMILY_TOP_LEVEL_OFFSET_PARAM).SetValueString("0"); //中間樁長度
column_instance.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set("中間樁");
}
}
}
}
}
//迴圈起始點
for (int lev = 0; lev != csv.supLevel.Count(); lev++)
{
//建立圍囹
//開始建立圍囹
ICollection <FamilySymbol> beam_familyinstance = new FilteredElementCollector(doc).OfClass(typeof(FamilySymbol)).Cast <FamilySymbol>().ToList();
foreach (FamilySymbol beam_type in beam_familyinstance)
{
if (beam_type.Name == "H100x100")
{
double beam_H = double.Parse(beam_type.LookupParameter("H").AsValueString());
double beam_B = double.Parse(beam_type.LookupParameter("B").AsValueString());
for (int i = 0; i < innerwall_points.Count <XYZ>() - 1; i++)
{
Curve c = null;
if (i == points.Count <XYZ>())
{
try { int.Parse(csv.supLevel[lev].Item1.ToString()); c = Line.CreateBound(innerwall_points[i], innerwall_points[0]).CreateOffset((beam_H) / 304.8, new XYZ(0, 0, -1)); }
catch { c = Line.CreateBound(sidewall_points[i], sidewall_points[0]).CreateOffset((beam_H) / 304.8, new XYZ(0, 0, -1)); }
}
else
{
try { int.Parse(csv.supLevel[lev].Item1.ToString()); c = Line.CreateBound(innerwall_points[i], innerwall_points[i + 1]).CreateOffset((beam_H) / 304.8, new XYZ(0, 0, -1)); }
catch { c = Line.CreateBound(sidewall_points[i], sidewall_points[i + 1]).CreateOffset((beam_H) / 304.8, new XYZ(0, 0, -1)); }
}
FamilyInstance beam = doc.Create.NewFamilyInstance(c, beam_type, levlist[0], Autodesk.Revit.DB.Structure.StructuralType.Beam);
beam.LookupParameter("斷面旋轉").SetValueString("90");
StructuralFramingUtils.DisallowJoinAtEnd(beam, 0);
StructuralFramingUtils.DisallowJoinAtEnd(beam, 1);
beam.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set((csv.supLevel[lev].Item1).ToString() + "-圍囹");
//判斷圍囹之垂直深度，斜率零為負，反之為正
if ((i % 2 == 0))
{
beam.get_Parameter(BuiltInParameter.Y_OFFSET_VALUE).SetValueString((csv.supLevel[lev].Item2 * 1000 - beam_B / 2).ToString()); //2000為支撐階數深度，表1中
}
else
{
beam.get_Parameter(BuiltInParameter.Y_OFFSET_VALUE).SetValueString((csv.supLevel[lev].Item2 * 1000 + beam_B / 2).ToString());
}
}
}
}
//開始建立支撐
//建立支撐
XYZ frame_startpoint = null;
XYZ frame_endpoint = null;
ICollection <FamilySymbol> frame_familyinstance = new FilteredElementCollector(doc).OfClass(typeof(FamilySymbol)).Cast <FamilySymbol>().ToList();
foreach (FamilySymbol frame_type in frame_familyinstance)
{
if (frame_type.Name == "H100x100")
{
double frame_H = double.Parse(frame_type.LookupParameter("H").AsValueString());
//X向支撐
for (int j = 0; j < Math.Abs(Ys.Max() - Ys.Min()) / columns_dis - 1; j++)
{
for (int i = 0; i < Math.Abs(Xs.Max() - Xs.Min()) / columns_dis - 1; i++)
{
XYZ frame_location = new XYZ(Xs.Min() + (i + 1) * columns_dis, Ys.Min() + (j + 1) * columns_dis, 0);
frame_startpoint = intersection(frame_location, for_check_innerwall_points, slope, bias, true)[0];
if (IsInPolygon(frame_location, innerwall_points) == true)
{
try
{
frame_endpoint = intersection(frame_location, for_check_innerwall_points, slope, bias, true)[1];
Line line = Line.CreateBound(frame_startpoint, frame_endpoint);
FamilyInstance frame_instance = doc.Create.NewFamilyInstance(line, frame_type, levdeep, Autodesk.Revit.DB.Structure.StructuralType.Beam);
frame_instance.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set((csv.supLevel[lev].Item1).ToString() + "-支撐");
//處理偏移與延伸問題
frame_instance.get_Parameter(BuiltInParameter.Z_OFFSET_VALUE).SetValueString((csv.supLevel[lev].Item2 * -1000).ToString());
frame_instance.get_Parameter(BuiltInParameter.Y_OFFSET_VALUE).SetValueString((-frame_H).ToString());
try
{
int.Parse(csv.supLevel[lev].Item1.ToString());
frame_instance.get_Parameter(BuiltInParameter.START_EXTENSION).SetValueString((-frame_H).ToString());
frame_instance.get_Parameter(BuiltInParameter.END_EXTENSION).SetValueString((-frame_H).ToString());
}
catch
{
frame_instance.get_Parameter(BuiltInParameter.START_EXTENSION).SetValueString((-frame_H - csv.sidewall[0].Item2 * 1000).ToString());
frame_instance.get_Parameter(BuiltInParameter.END_EXTENSION).SetValueString((-frame_H - csv.sidewall[0].Item2 * 1000).ToString());
}
//取消接合
StructuralFramingUtils.DisallowJoinAtEnd(frame_instance, 0);
StructuralFramingUtils.DisallowJoinAtEnd(frame_instance, 1);
//若為雙向支撐，則鏡射支撐
if (csv.supLevel[lev].Item3 == 2)
{
ElementTransformUtils.MirrorElement(doc, frame_instance.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisY, frame_startpoint));
}
break;
}
catch { }
}
}
}
//Y向支撐
for (int i = 0; i < (Math.Abs(Xs.Max() - Xs.Min()) / columns_dis - 1); i++)
{
for (int j = 0; j < (Math.Abs(Ys.Max() - Ys.Min()) / columns_dis - 1); j++)
{
XYZ frame_location = new XYZ(Xs.Min() + (i + 1) * columns_dis, Ys.Min() + (1 + j) * columns_dis, 0);
frame_startpoint = intersection(frame_location, for_check_innerwall_points, slope, bias, false)[0];
if (IsInPolygon(frame_location, innerwall_points) == true)
{
try
{
frame_endpoint = intersection(frame_location, for_check_innerwall_points, slope, bias, false)[1];
Line line = Line.CreateBound(frame_startpoint, frame_endpoint);
FamilyInstance frame_instance = doc.Create.NewFamilyInstance(line, frame_type, levdeep, Autodesk.Revit.DB.Structure.StructuralType.Beam);
frame_instance.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set((csv.supLevel[lev].Item1).ToString() + "-支撐");
//處理偏移與延伸問題
frame_instance.get_Parameter(BuiltInParameter.Z_OFFSET_VALUE).SetValueString((csv.supLevel[lev].Item2 * -1000 + frame_H).ToString());//2000為支撐階數深度，表1中
frame_instance.get_Parameter(BuiltInParameter.Y_OFFSET_VALUE).SetValueString((-frame_H).ToString());
try
{
int.Parse(csv.supLevel[lev].Item1.ToString());
frame_instance.get_Parameter(BuiltInParameter.START_EXTENSION).SetValueString((-frame_H).ToString());
frame_instance.get_Parameter(BuiltInParameter.END_EXTENSION).SetValueString((-frame_H).ToString());
}
catch
{
frame_instance.get_Parameter(BuiltInParameter.START_EXTENSION).SetValueString((-frame_H - csv.sidewall[0].Item2 * 1000).ToString());
frame_instance.get_Parameter(BuiltInParameter.END_EXTENSION).SetValueString((-frame_H - csv.sidewall[0].Item2 * 1000).ToString());
}
//取消接合
StructuralFramingUtils.DisallowJoinAtEnd(frame_instance, 0);
StructuralFramingUtils.DisallowJoinAtEnd(frame_instance, 1);
//若為雙向支撐，則鏡射支撐
if (csv.supLevel[lev].Item3 == 2)
{
ElementTransformUtils.MirrorElement(doc, frame_instance.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisX, frame_startpoint));
}
break;
}
catch { }
}
}
}
}
}
//建立斜撐
ICollection <FamilySymbol> slopframe_symbol = new FilteredElementCollector(doc).OfClass(typeof(FamilySymbol)).Cast <FamilySymbol>().ToList();
foreach (FamilySymbol slopframe_type in slopframe_symbol)
{
if (slopframe_type.Name == "斜撐")
{
//X向斜撐
for (int j = 0; j < (Math.Abs(Ys.Max() - Ys.Min()) / columns_dis - 1); j++)
{
for (int i = 0; i < (Math.Abs(Xs.Max() - Xs.Min()) / columns_dis - 1); i++)
{
XYZ frame_location = new XYZ(Xs.Min() + (i + 1) * columns_dis, Ys.Min() + (j + 1) * columns_dis, 0);
frame_startpoint = intersection(frame_location, for_check_innerwall_points, slope, bias, true)[0];
if (IsInPolygon(frame_location, innerwall_points) == true)
{
frame_endpoint = intersection(frame_location, for_check_innerwall_points, slope, bias, true)[1];
FamilyInstance slopframe_1 = doc.Create.NewFamilyInstance(frame_startpoint, slopframe_type, all_level_list[lev], Autodesk.Revit.DB.Structure.StructuralType.Beam);
FamilyInstance slopframe_2 = doc.Create.NewFamilyInstance(frame_endpoint, slopframe_type, all_level_list[lev], Autodesk.Revit.DB.Structure.StructuralType.Beam);
slopframe_1.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set((csv.supLevel[lev].Item1).ToString() + "-斜撐");
slopframe_2.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set((csv.supLevel[lev].Item1).ToString() + "-斜撐");
slopframe_1.get_Parameter(BuiltInParameter.INSTANCE_FREE_HOST_OFFSET_PARAM).Set(Math.Abs(all_level_list[lev].Elevation - csv.supLevel[lev].Item2 * -1000 / 304.8 + slopframe_1.LookupParameter("支撐厚度").AsDouble() / 2));
slopframe_2.get_Parameter(BuiltInParameter.INSTANCE_FREE_HOST_OFFSET_PARAM).Set(Math.Abs(all_level_list[lev].Elevation - csv.supLevel[lev].Item2 * -1000 / 304.8 + slopframe_1.LookupParameter("支撐厚度").AsDouble() / 2));
int o;
if (int.TryParse(csv.supLevel[lev].Item1, out o) == false)//305為圍囹寬度，應該要查表而非指定。
{
slopframe_1.LookupParameter("圍囹寬度").SetValueString((305 + csv.sidewall[0].Item2 * 1000).ToString());
slopframe_2.LookupParameter("圍囹寬度").SetValueString((305 + csv.sidewall[0].Item2 * 1000).ToString());
}
else
{
slopframe_1.LookupParameter("圍囹寬度").SetValueString((305).ToString());
slopframe_2.LookupParameter("圍囹寬度").SetValueString((305).ToString());
}
//旋轉斜撐元件
Line rotate_line_s = Line.CreateBound(frame_startpoint, frame_startpoint + new XYZ(0, 0, 1));
Line rotate_line_e = Line.CreateBound(frame_endpoint, frame_endpoint + new XYZ(0, 0, 1));
slopframe_1.Location.Rotate(rotate_line_s, 1.5 * Math.PI);
slopframe_2.Location.Rotate(rotate_line_e, 0.5 * Math.PI);
//鏡射斜撐元件
if (csv.supLevel[lev].Item3 == 2)//雙排
{
ElementTransformUtils.MirrorElement(doc, slopframe_1.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisY, frame_startpoint));
ElementTransformUtils.MirrorElement(doc, slopframe_2.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisY, frame_endpoint));
}
else//單排
{
ElementTransformUtils.MirrorElement(doc, slopframe_1.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisY, frame_startpoint.Add(new XYZ(0, -(slopframe_1.LookupParameter("支撐厚度").AsDouble() / 2 + slopframe_1.LookupParameter("中間樁直徑").AsDouble() / 2), 0))));
ElementTransformUtils.MirrorElement(doc, slopframe_2.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisY, frame_endpoint));
slopframe_2.Location.Move((new XYZ(0, -(slopframe_1.LookupParameter("支撐厚度").AsDouble() + slopframe_1.LookupParameter("中間樁直徑").AsDouble()), 0)));
}
break;
}
}
}
//Y向斜撐
for (int i = 0; i < (Math.Abs(Xs.Max() - Xs.Min()) / columns_dis - 1); i++)
{
for (int j = 0; j < (Math.Abs(Ys.Max() - Ys.Min()) / columns_dis - 1); j++)
{
XYZ frame_location = new XYZ(Xs.Min() + (i + 1) * columns_dis, Ys.Min() + (1 + j) * columns_dis, 0);
frame_startpoint = intersection(frame_location, for_check_innerwall_points, slope, bias, false)[0];
if (IsInPolygon(frame_location, innerwall_points) == true)
{
frame_endpoint = intersection(frame_location, for_check_innerwall_points, slope, bias, false)[1];
FamilyInstance slopframe_1 = doc.Create.NewFamilyInstance(frame_startpoint, slopframe_type, all_level_list[lev], Autodesk.Revit.DB.Structure.StructuralType.Beam);
FamilyInstance slopframe_2 = doc.Create.NewFamilyInstance(frame_endpoint, slopframe_type, all_level_list[lev], Autodesk.Revit.DB.Structure.StructuralType.Beam);
slopframe_1.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set((csv.supLevel[lev].Item1).ToString() + "-斜撐");
slopframe_2.get_Parameter(BuiltInParameter.ALL_MODEL_INSTANCE_COMMENTS).Set((csv.supLevel[lev].Item1).ToString() + "-斜撐");
slopframe_1.get_Parameter(BuiltInParameter.INSTANCE_FREE_HOST_OFFSET_PARAM).Set(Math.Abs(all_level_list[lev].Elevation - csv.supLevel[lev].Item2 * -1000 / 304.8 - slopframe_1.LookupParameter("支撐厚度").AsDouble() / 2));
slopframe_2.get_Parameter(BuiltInParameter.INSTANCE_FREE_HOST_OFFSET_PARAM).Set(Math.Abs(all_level_list[lev].Elevation - csv.supLevel[lev].Item2 * -1000 / 304.8 - slopframe_2.LookupParameter("支撐厚度").AsDouble() / 2));
int o;
if (int.TryParse(csv.supLevel[lev].Item1, out o) == false)//305為圍囹寬度，應該要查表而非指定。
{
slopframe_1.LookupParameter("圍囹寬度").SetValueString((305 + csv.sidewall[0].Item2 * 1000).ToString());
slopframe_2.LookupParameter("圍囹寬度").SetValueString((305 + csv.sidewall[0].Item2 * 1000).ToString());
}
else
{
slopframe_1.LookupParameter("圍囹寬度").SetValueString((305).ToString());
slopframe_2.LookupParameter("圍囹寬度").SetValueString((305).ToString());
}
//旋轉斜撐元件
Line rotate_line = Line.CreateBound(frame_endpoint, frame_endpoint + new XYZ(0, 0, 1));
slopframe_2.Location.Rotate(rotate_line, Math.PI);
//鏡射斜撐元件
if (csv.supLevel[lev].Item3 == 2)//雙排
{
ElementTransformUtils.MirrorElement(doc, slopframe_1.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisX, frame_startpoint));
ElementTransformUtils.MirrorElement(doc, slopframe_2.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisX, frame_endpoint));
}
else//單排
{
ElementTransformUtils.MirrorElement(doc, slopframe_1.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisX, frame_startpoint.Add(new XYZ(slopframe_1.LookupParameter("支撐厚度").AsDouble() / 2 + slopframe_1.LookupParameter("中間樁直徑").AsDouble() / 2, 0, 0))));
ElementTransformUtils.MirrorElement(doc, slopframe_2.Id, Plane.CreateByNormalAndOrigin(XYZ.BasisX, frame_endpoint));
slopframe_2.Location.Move((new XYZ((slopframe_1.LookupParameter("支撐厚度").AsDouble() + slopframe_1.LookupParameter("中間樁直徑").AsDouble()), 0, 0)));
}
break;
}
}
}
}
}
}
trans_2.Commit();
return(Result.Succeeded);
}
public Result Execute(ExternalCommandData commandData, ref string message, ElementSet elements)
{
var uiApp = commandData.Application;
var doc = commandData.Application.ActiveUIDocument.Document;
var sel = commandData.Application.ActiveUIDocument.Selection;
if (sel.GetElementIds().Count == 0)
{
message = "Не выбраны элементы";
return(Result.Failed);
}
var form = new FormEnterName();
form.LabelText = "Укажите имя сборки:";
form.ShowDialog();
if (form.DialogResult != System.Windows.Forms.DialogResult.OK)
{
return(Result.Cancelled);
}
var name = form.NameText;
var groupedElements = form.GroupedElements;
var untouchBeams = form.UntouchBeams;
var selids = sel.GetElementIds().ToList();
var allIds = new List <ElementId>();
Group group = null;
AssemblyInstance ai = null;
allIds = AssemblyUtil.GetAllNestedIds(doc, selids);
var finalSelIds = new List <ElementId>();
using (var t = new Transaction(doc))
{
if (untouchBeams)
{
var beams = new List <FamilyInstance>();
foreach (var ei in selids)
{
var elem = doc.GetElement(ei);
var fin = elem as FamilyInstance;
if (fin == null)
{
continue;
}
if (fin.Category.Id.IntegerValue != (int)BuiltInCategory.OST_StructuralFraming)
{
continue;
}
if (fin.StructuralType != StructuralType.Beam &&
fin.StructuralType != StructuralType.Brace)
{
continue;
}
beams.Add(fin);
}
if (beams.Count > 0)
{
t.Start("Открепление балок");
foreach (var fin in beams)
{
try
{
StructuralFramingUtils.DisallowJoinAtEnd(fin, 1);
StructuralFramingUtils.DisallowJoinAtEnd(fin, 0);
var oldElev = fin.get_Parameter(BuiltInParameter.STRUCTURAL_BEAM_END0_ELEVATION)
.AsDouble();
fin.get_Parameter(BuiltInParameter.STRUCTURAL_BEAM_END0_ELEVATION).Set(1);
fin.get_Parameter(BuiltInParameter.STRUCTURAL_BEAM_END0_ELEVATION).Set(oldElev);
}
catch
{
}
}
t.Commit();
}
}
allIds = AssemblyUtil.GetAllNestedIds(doc, selids);
var mainElem = doc.GetElement(selids.First());
//проверяю, могут ли элементы использоваться в сборке
var idsForAssembly = new List <ElementId>();
var idsNotForAssembly = new List <ElementId>();
var messageAssemblyNotAllowed = "";
foreach (var id in allIds)
{
var elem = doc.GetElement(id);
if (elem.CanAssembling())
{
idsForAssembly.Add(id);
}
else
{
idsNotForAssembly.Add(id);
messageAssemblyNotAllowed += id.IntegerValue.ToString() + "; ";
}
}
if (idsNotForAssembly.Count > 0)
{
TaskDialog.Show("Внимание",
"Некоторые элементы не были включены в сборку. ID: " + messageAssemblyNotAllowed);
}
try
{
t.Start("Создание сборки");
ai = AssemblyInstance.Create(doc, idsForAssembly, mainElem.Category.Id);
t.Commit();
}
catch (Exception ex)
{
message += "Не удалось создать сборку: " + ex.Message;
return(Result.Failed);
}
try
{
t.Start("Именование сборки");
ai.AssemblyTypeName = name;
t.Commit();
}
catch
{
message += "\nНе удалось задать имя сборки. Установлено имя: " + ai.AssemblyTypeName;
}
if (groupedElements)
{
t.Start("Создание группы");
group = doc.Create.NewGroup(allIds);
t.Commit();
finalSelIds.Add(group.Id);
try
{
t.Start("Именование группы");
var gtype = group.GroupType;
gtype.Name = name;
t.Commit();
}
catch
{
message += "\nНе удалось задать имя группы. Установлено имя: " + group.GroupType.Name;
}
}
else
{
finalSelIds.Add(ai.Id);
}
}
sel.SetElementIds(finalSelIds);
return(Result.Succeeded);
}
/***************************************************/
public static FamilyInstance ToRevitFamilyInstance(this IFramingElement framingElement, Document document, RevitSettings settings = null, Dictionary <Guid, List <int> > refObjects = null)
{
if (framingElement == null || document == null)
{
return(null);
}
FamilyInstance familyInstance = refObjects.GetValue <FamilyInstance>(document, framingElement.BHoM_Guid);
if (familyInstance != null)
{
return(familyInstance);
}
settings = settings.DefaultIfNull();
if (framingElement.Location == null)
{
BH.Engine.Reflection.Compute.RecordError(String.Format("Revit element could not be created because the driving curve of a BHoM object is null. BHoM_Guid: {0}", framingElement.BHoM_Guid));
return(null);
}
if (!framingElement.Location.IIsPlanar())
{
BH.Engine.Reflection.Compute.RecordError(string.Format("Revit framing does only support planar curves, element could not be created. BHoM_Guid: {0}", framingElement.BHoM_Guid));
return(null);
}
Curve revitCurve = framingElement.Location.IToRevit();
if (revitCurve == null)
{
BH.Engine.Reflection.Compute.RecordError(string.Format("Revit element could not be created because of curve conversion issues. BHoM_Guid: {0}", framingElement.BHoM_Guid));
return(null);
}
Level level = document.LevelBelow(framingElement.Location, settings);
FamilySymbol familySymbol = framingElement.Property.ToRevitElementType(document, framingElement.BuiltInCategories(document), settings, refObjects);
if (familySymbol == null)
{
familySymbol = framingElement.ElementType(document, settings) as FamilySymbol;
}
if (familySymbol == null)
{
Compute.ElementTypeNotFoundWarning(framingElement);
return(null);
}
FamilyPlacementType familyPlacementType = familySymbol.Family.FamilyPlacementType;
if (familyPlacementType != FamilyPlacementType.CurveBased && familyPlacementType != FamilyPlacementType.CurveBasedDetail && familyPlacementType != FamilyPlacementType.CurveDrivenStructural && familyPlacementType != FamilyPlacementType.TwoLevelsBased)
{
Compute.InvalidFamilyPlacementTypeError(framingElement, familySymbol);
return(null);
}
if (framingElement is Beam)
{
familyInstance = document.Create.NewFamilyInstance(revitCurve, familySymbol, level, Autodesk.Revit.DB.Structure.StructuralType.Beam);
}
else if (framingElement is Bracing || framingElement is Cable)
{
familyInstance = document.Create.NewFamilyInstance(revitCurve, familySymbol, level, Autodesk.Revit.DB.Structure.StructuralType.Brace);
}
else
{
familyInstance = document.Create.NewFamilyInstance(revitCurve, familySymbol, level, Autodesk.Revit.DB.Structure.StructuralType.UnknownFraming);
}
document.Regenerate();
familyInstance.CheckIfNullPush(framingElement);
if (familyInstance == null)
{
return(null);
}
oM.Physical.FramingProperties.ConstantFramingProperty barProperty = framingElement.Property as oM.Physical.FramingProperties.ConstantFramingProperty;
if (barProperty != null)
{
//TODO: if the material does not get assigned an error should be thrown?
if (barProperty.Material != null)
{
Material material = document.GetElement(new ElementId(BH.Engine.Adapters.Revit.Query.ElementId(barProperty.Material))) as Material;
if (material != null)
{
Parameter param = familyInstance.get_Parameter(BuiltInParameter.STRUCTURAL_MATERIAL_PARAM);
if (param != null && param.HasValue && !param.IsReadOnly)
{
familyInstance.StructuralMaterialId = material.Id;
}
else
{
BH.Engine.Reflection.Compute.RecordWarning(string.Format("The BHoM material has been correctly converted, but the property could not be assigned to the Revit element. ElementId: {0}", familyInstance.Id));
}
}
}
}
//Set the insertion point to centroid.
Parameter zJustification = familyInstance.get_Parameter(BuiltInParameter.Z_JUSTIFICATION);
if (zJustification != null && !zJustification.IsReadOnly)
{
zJustification.Set((int)Autodesk.Revit.DB.Structure.ZJustification.Origin);
}
familyInstance.CopyParameters(framingElement, settings);
familyInstance.SetLocation(framingElement, settings);
if (familyInstance.StructuralMaterialType != StructuralMaterialType.Concrete && familyInstance.StructuralMaterialType != StructuralMaterialType.PrecastConcrete)
{
StructuralFramingUtils.DisallowJoinAtEnd(familyInstance, 0);
StructuralFramingUtils.DisallowJoinAtEnd(familyInstance, 1);
}
refObjects.AddOrReplace(framingElement, familyInstance);
return(familyInstance);
}
public List <ApplicationPlaceholderObject> BeamToNative(Beam speckleBeam, StructuralType structuralType = StructuralType.Beam)
{
if (speckleBeam.baseLine == null)
{
throw new Speckle.Core.Logging.SpeckleException("Only line based Beams are currently supported.");
}
DB.FamilySymbol familySymbol = GetElementType <FamilySymbol>(speckleBeam);
var baseLine = CurveToNative(speckleBeam.baseLine).get_Item(0);
DB.Level level = null;
DB.FamilyInstance revitBeam = null;
//comes from revit or schema builder, has these props
var speckleRevitBeam = speckleBeam as RevitBeam;
if (speckleRevitBeam != null)
{
if (level != null)
{
level = GetLevelByName(speckleRevitBeam.level.name);
}
}
if (level == null)
{
level = LevelToNative(LevelFromCurve(baseLine));
}
var isUpdate = false;
//try update existing
var docObj = GetExistingElementByApplicationId(speckleBeam.applicationId);
if (docObj != null)
{
try
{
var revitType = Doc.GetElement(docObj.GetTypeId()) as ElementType;
// if family changed, tough luck. delete and let us create a new one.
if (familySymbol.FamilyName != revitType.FamilyName)
{
Doc.Delete(docObj.Id);
}
else
{
revitBeam = (DB.FamilyInstance)docObj;
(revitBeam.Location as LocationCurve).Curve = baseLine;
// check for a type change
if (!string.IsNullOrEmpty(familySymbol.FamilyName) && familySymbol.FamilyName != revitType.Name)
{
revitBeam.ChangeTypeId(familySymbol.Id);
}
}
isUpdate = true;
}
catch
{
//something went wrong, re-create it
}
}
//create family instance
if (revitBeam == null)
{
revitBeam = Doc.Create.NewFamilyInstance(baseLine, familySymbol, level, structuralType);
StructuralFramingUtils.DisallowJoinAtEnd(revitBeam, 0);
StructuralFramingUtils.DisallowJoinAtEnd(revitBeam, 1);
}
//reference level, only for beams
TrySetParam(revitBeam, BuiltInParameter.INSTANCE_REFERENCE_LEVEL_PARAM, level);
if (speckleRevitBeam != null)
{
SetInstanceParameters(revitBeam, speckleRevitBeam);
}
// TODO: get sub families, it's a family!
var placeholders = new List <ApplicationPlaceholderObject>()
{
new ApplicationPlaceholderObject {
applicationId = speckleBeam.applicationId, ApplicationGeneratedId = revitBeam.UniqueId, NativeObject = revitBeam
}
};
// TODO: nested elements.
Report.Log($"{(isUpdate ? "Updated" : "Created")} AdaptiveComponent {revitBeam.Id}");
return(placeholders);
}
//----------------------------------------------------------
public string Draw_By_Revit(UIApplication uiapp, Document doc)
{
string result = "F";
try
{
level_data item_level_bottom = (level_data)level_bottom.SelectedItem;
level_data item_level_top = (level_data)level_top.SelectedItem;
family_data item_family = (family_data)family.SelectedItem;
type_data item_type = (type_data)type.SelectedItem;
Draw_Data(item_type, item_family, doc);
Level level_element_bottom = item_level_bottom.level;
Level level_element_top = item_level_top.level;
double elevation_bottom_value = Convert.ToDouble(elevation_bottom.Text) / myAll_Data.list_unit_value_data[2] - item_level_bottom.elevation;
double elevation_top_value = Convert.ToDouble(elevation_top.Text) / myAll_Data.list_unit_value_data[2] - item_level_top.elevation;
if (new FilteredElementCollector(doc).OfClass(typeof(FamilySymbol)).Where(x => x.Name == item_type.type.Name).ToList().Count() > 0)
{
FamilyInstance instance = null;
FamilySymbol familySymbol = item_type.type as FamilySymbol;
if (familySymbol.IsActive == false)
{
familySymbol.Activate();
}
if (item_type.type.Category.Name == myAll_Data.list_category_draw[4])
{
instance = doc.Create.NewFamilyInstance(my_draw_data.center, familySymbol, level_element_bottom, StructuralType.Column) as FamilyInstance;
instance.get_Parameter(BuiltInParameter.FAMILY_BASE_LEVEL_PARAM).Set(level_element_bottom.Id);
instance.get_Parameter(BuiltInParameter.FAMILY_BASE_LEVEL_OFFSET_PARAM).Set(elevation_bottom_value);
instance.get_Parameter(BuiltInParameter.FAMILY_TOP_LEVEL_PARAM).Set(level_element_top.Id);
instance.get_Parameter(BuiltInParameter.FAMILY_TOP_LEVEL_OFFSET_PARAM).Set(elevation_top_value);
}
else if (item_type.type.Category.Name == myAll_Data.list_category_draw[5])
{
instance = doc.Create.NewFamilyInstance(my_draw_data.curve, familySymbol, level_element_top, StructuralType.Beam) as FamilyInstance;
instance.get_Parameter(BuiltInParameter.STRUCTURAL_BEAM_END0_ELEVATION).Set(0.1);
instance.get_Parameter(BuiltInParameter.STRUCTURAL_BEAM_END1_ELEVATION).Set(0.1);
instance.get_Parameter(BuiltInParameter.INSTANCE_REFERENCE_LEVEL_PARAM).Set(level_element_top.Id);
instance.get_Parameter(BuiltInParameter.Z_OFFSET_VALUE).Set(elevation_top_value);
instance.get_Parameter(BuiltInParameter.STRUCTURAL_BEAM_END0_ELEVATION).Set(0);
instance.get_Parameter(BuiltInParameter.STRUCTURAL_BEAM_END1_ELEVATION).Set(0);
StructuralFramingUtils.DisallowJoinAtEnd(instance, 0);
StructuralFramingUtils.DisallowJoinAtEnd(instance, 1);
}
else
{
instance = doc.Create.NewFamilyInstance(my_draw_data.center, familySymbol, host_of_opening, level_element_bottom, StructuralType.NonStructural);
if (instance.Host != null)
{
if (host_of_opening.Category.Name == myAll_Data.list_category_draw_host[0])
{
instance.get_Parameter(BuiltInParameter.FAMILY_LEVEL_PARAM).Set(level_element_top.Id);
}
else if (host_of_opening.Category.Name == myAll_Data.list_category_draw_host[1])
{
instance.get_Parameter(BuiltInParameter.INSTANCE_ELEVATION_PARAM).Set(elevation_bottom_value);
if (instance.LookupParameter(myAll_Data.list_parameter_tag[4]) != null)
{
instance.LookupParameter(myAll_Data.list_parameter_tag[4]).Set(Convert.ToDouble(elevation_bottom.Text) / myAll_Data.list_unit_value_data[2]);
}
if (instance.LookupParameter(myAll_Data.list_parameter_tag[0]) != null)
{
instance.LookupParameter(myAll_Data.list_parameter_tag[0]).Set(0);
}
}
else
{
if (instance.get_Parameter(BuiltInParameter.FAMILY_LEVEL_PARAM) != null &&
instance.get_Parameter(BuiltInParameter.FAMILY_LEVEL_PARAM).AsElementId().IntegerValue != -1 &&
instance.get_Parameter(BuiltInParameter.FAMILY_LEVEL_PARAM).IsReadOnly == false)
{
instance.get_Parameter(BuiltInParameter.FAMILY_LEVEL_PARAM).Set(level_element_bottom.Id);
instance.get_Parameter(BuiltInParameter.INSTANCE_ELEVATION_PARAM).Set(elevation_bottom_value);
}
else if (instance.get_Parameter(BuiltInParameter.INSTANCE_SCHEDULE_ONLY_LEVEL_PARAM) != null &&
instance.get_Parameter(BuiltInParameter.INSTANCE_SCHEDULE_ONLY_LEVEL_PARAM).AsElementId().IntegerValue != -1 &&
instance.get_Parameter(BuiltInParameter.INSTANCE_SCHEDULE_ONLY_LEVEL_PARAM).IsReadOnly == false)
{
instance.get_Parameter(BuiltInParameter.INSTANCE_SCHEDULE_ONLY_LEVEL_PARAM).Set(level_element_bottom.Id);
instance.get_Parameter(BuiltInParameter.INSTANCE_ELEVATION_PARAM).Set(elevation_bottom_value);
}
}
}
else
{
if (instance.get_Parameter(BuiltInParameter.FAMILY_LEVEL_PARAM) != null &&
instance.get_Parameter(BuiltInParameter.FAMILY_LEVEL_PARAM).AsElementId().IntegerValue != -1 &&
instance.get_Parameter(BuiltInParameter.FAMILY_LEVEL_PARAM).IsReadOnly == false)
{
instance.get_Parameter(BuiltInParameter.FAMILY_LEVEL_PARAM).Set(level_element_bottom.Id);
instance.get_Parameter(BuiltInParameter.INSTANCE_ELEVATION_PARAM).Set(elevation_bottom_value);
}
else if (instance.get_Parameter(BuiltInParameter.INSTANCE_SCHEDULE_ONLY_LEVEL_PARAM) != null &&
instance.get_Parameter(BuiltInParameter.INSTANCE_SCHEDULE_ONLY_LEVEL_PARAM).AsElementId().IntegerValue != -1 &&
instance.get_Parameter(BuiltInParameter.INSTANCE_SCHEDULE_ONLY_LEVEL_PARAM).IsReadOnly == false)
{
instance.get_Parameter(BuiltInParameter.INSTANCE_SCHEDULE_ONLY_LEVEL_PARAM).Set(level_element_bottom.Id);
instance.get_Parameter(BuiltInParameter.INSTANCE_ELEVATION_PARAM).Set(elevation_bottom_value);
}
}
}
if (my_draw_data.point1 != null)
{
Move_Element(my_draw_data.point1, my_draw_data.point2, doc, instance, item_type, item_family);
}
foreach (parameter_data data in my_parameter_data)
{
if (instance.LookupParameter(data.parameter_name).IsReadOnly == false)
{
if (data.parameter_value == "True")
{
instance.LookupParameter(data.parameter_name).Set(1);
}
else if (data.parameter_value == "False")
{
instance.LookupParameter(data.parameter_name).Set(0);
}
else
{
instance.LookupParameter(data.parameter_name).Set(Convert.ToDouble(data.parameter_value) / myAll_Data.list_unit_value_data[2]);
}
}
}
if (host_of_opening == null)
{
Join_Element(doc, instance);
}
}
else
{
WallType wallType = item_type.type as WallType;
Wall instance = Wall.Create(doc, my_draw_data.curve, wallType.Id, level_element_bottom.Id, 10, 0, true, true);
instance.get_Parameter(BuiltInParameter.WALL_BASE_CONSTRAINT).Set(level_element_bottom.Id);
instance.get_Parameter(BuiltInParameter.WALL_BASE_OFFSET).Set(elevation_bottom_value);
instance.get_Parameter(BuiltInParameter.WALL_HEIGHT_TYPE).Set(level_element_top.Id);
instance.get_Parameter(BuiltInParameter.WALL_TOP_OFFSET).Set(elevation_top_value);
WallUtils.DisallowWallJoinAtEnd(instance, 0);
WallUtils.DisallowWallJoinAtEnd(instance, 1);
instance.get_Parameter(BuiltInParameter.WALL_KEY_REF_PARAM).Set(0);
if (my_draw_data.point1 != null)
{
Move_Element(my_draw_data.point1, my_draw_data.point2, doc, instance, item_type, item_family);
}
Join_Element(doc, instance);
}
result = "S";
}
catch (Exception ex)
{
MessageBox.Show(ex.Message);
}
return(result);
}