// Назначение параметров для RebarBarType
private static AreaReinforcement SetDirectionAndSpacing(
AreaReinforcement areaReinforcement, RebarArea rebarArea)
{
Direction direction = rebarArea.Direction;
if (rebarArea.Spacing < 100)
{
throw new Exception(string.Format("{0} - шаг арматуры мешьше 100 мм",
rebarArea.AreaReinforcementType.Name));
}
double rebarSpacing = rebarArea.Spacing * mmToft;
Parameter direction_top_major_X =
areaReinforcement.get_Parameter
(BuiltInParameter.REBAR_SYSTEM_ACTIVE_TOP_DIR_1);
Parameter direction_top_minor_Y =
areaReinforcement.get_Parameter
(BuiltInParameter.REBAR_SYSTEM_ACTIVE_TOP_DIR_2);
Parameter direction_bottom_major_X =
areaReinforcement.get_Parameter(
BuiltInParameter.REBAR_SYSTEM_ACTIVE_BOTTOM_DIR_1);
Parameter direction_bottom_minor_Y =
areaReinforcement.get_Parameter
(BuiltInParameter.REBAR_SYSTEM_ACTIVE_BOTTOM_DIR_2);
switch (direction)
{
case Direction.TopMajor:
direction_top_major_X.Set(1);
direction_top_minor_Y.Set(0);
direction_bottom_major_X.Set(0);
direction_bottom_minor_Y.Set(0);
Parameter spacing_top_major_X =
areaReinforcement.get_Parameter
(BuiltInParameter.REBAR_SYSTEM_SPACING_TOP_DIR_1);
spacing_top_major_X.Set(rebarSpacing);
break;
case Direction.TopMinor:
direction_top_major_X.Set(0);
direction_top_minor_Y.Set(1);
direction_bottom_major_X.Set(0);
direction_bottom_minor_Y.Set(0);
Parameter spacing_top_minor_Y =
areaReinforcement.get_Parameter
(BuiltInParameter.REBAR_SYSTEM_SPACING_TOP_DIR_2);
spacing_top_minor_Y.Set(rebarSpacing);
Parameter add_top_cover =
areaReinforcement.get_Parameter
(BuiltInParameter.REBAR_SYSTEM_ADDL_TOP_OFFSET);
add_top_cover.Set(rebarArea.RebarBarType.BarDiameter);
break;
case Direction.BottomMajor:
direction_top_major_X.Set(0);
direction_top_minor_Y.Set(0);
direction_bottom_major_X.Set(1);
direction_bottom_minor_Y.Set(0);
Parameter spacing_bottom_major_X =
areaReinforcement.get_Parameter
(BuiltInParameter.REBAR_SYSTEM_SPACING_BOTTOM_DIR_1);
spacing_bottom_major_X.Set(rebarSpacing);
break;
case Direction.BottomMinor:
direction_top_major_X.Set(0);
direction_top_minor_Y.Set(0);
direction_bottom_major_X.Set(0);
direction_bottom_minor_Y.Set(1);
Parameter spacing_bottom_minor_Y =
areaReinforcement.get_Parameter
(BuiltInParameter.REBAR_SYSTEM_SPACING_BOTTOM_DIR_2);
spacing_bottom_minor_Y.Set(rebarSpacing);
Parameter add_bottom_cover =
areaReinforcement.get_Parameter
(BuiltInParameter.REBAR_SYSTEM_ADDL_BOTTOM_OFFSET);
add_bottom_cover.Set(rebarArea.RebarBarType.BarDiameter);
break;
}
return(areaReinforcement);
}
// Получение контура армирования из аналитической модели плиты
static IList <Curve> GetCurveArray(RebarArea rebarArea, XYZ majorDirection)
{
Floor floor = rebarArea.Host;
AnalyticalModel analyticalModel = floor.GetAnalyticalModel() as AnalyticalModel;
if (null == analyticalModel)
{
throw new Exception("Не удалось получить аналитическую модель");
}
IList <Curve> curves = analyticalModel.GetCurves(AnalyticalCurveType
.ActiveCurves);
List <Line> lines = new List <Line>();
foreach (Line line in curves)
{
if (rebarArea.Direction == Direction.TopMajor ||
rebarArea.Direction == Direction.BottomMajor)
{
if ((line.Direction.X.EqualTo(majorDirection.X, epsilon)
&&
line.Direction.Y.EqualTo(majorDirection.Y, epsilon))
||
(line.Direction.Negate().X.EqualTo(majorDirection.X, epsilon)
&&
line.Direction.Negate().Y.EqualTo(majorDirection.Y, epsilon)))
{
lines.Add(line);
}
}
if (rebarArea.Direction == Direction.TopMinor ||
rebarArea.Direction == Direction.BottomMinor)
{
if ((line.Direction.X.EqualTo(majorDirection.Negate().Y, epsilon)
&&
line.Direction.Y.EqualTo(majorDirection.X, epsilon))
||
(line.Direction.Negate().X.EqualTo(majorDirection.Negate().Y, epsilon)
&&
line.Direction.Negate().Y.EqualTo(majorDirection.X, epsilon)))
{
lines.Add(line);
}
}
}
List <XYZ> points = new List <XYZ>();
double offset = (rebarArea.AlongRebarCover * mmToft) - (rebarArea.RebarBarType.BarDiameter / 2);
foreach (Line line in lines)
{
points.Add(AddAlongRebarCover(line.GetEndPoint(0), line.Direction, offset));
points.Add(AddAlongRebarCover(line.GetEndPoint(1), line.Direction, offset));
}
IList <Curve> newLines = new List <Curve>();
XYZ q = points[points.Count - 1];
foreach (XYZ p in points)
{
newLines.Add(Line.CreateBound(q, p));
q = p;
}
return(newLines);
}
// Получение контура армирования из скетч-плана плиты
static IList <Curve> GetCurveArray2(RebarArea rebarArea, XYZ majorDirection)
{
Floor floor = rebarArea.Host;
Document doc = floor.Document;
Sketch floorSketch =
doc.GetElement(floor.GetDependentElements
(new ElementClassFilter(typeof(Sketch))).First()) as Sketch;
List <Line> lines = new List <Line>();
foreach (Line line in floorSketch.Profile.get_Item(0))
{
if (rebarArea.Direction == Direction.TopMajor ||
rebarArea.Direction == Direction.BottomMajor)
{
if ((line.Direction.X.EqualTo(majorDirection.X, epsilon)
&&
line.Direction.Y.EqualTo(majorDirection.Y, epsilon))
||
(line.Direction.Negate().X.EqualTo(majorDirection.X, epsilon)
&&
line.Direction.Negate().Y.EqualTo(majorDirection.Y, epsilon)))
{
lines.Add(line);
}
}
if (rebarArea.Direction == Direction.TopMinor ||
rebarArea.Direction == Direction.BottomMinor)
{
if ((line.Direction.X.EqualTo(majorDirection.Negate().Y, epsilon)
&&
line.Direction.Y.EqualTo(majorDirection.X, epsilon))
||
(line.Direction.Negate().X.EqualTo(majorDirection.Negate().Y, epsilon)
&&
line.Direction.Negate().Y.EqualTo(majorDirection.X, epsilon)))
{
lines.Add(line);
}
}
}
if (rebarArea.AlongRebarCover < 30)
{
throw new Exception(string.Format("{0} - отступ мешьше 30 мм",
rebarArea.AreaReinforcementType.Name));
}
List <XYZ> points = new List <XYZ>();
double offset = (rebarArea.AlongRebarCover * mmToft) - (rebarArea.RebarBarType.BarDiameter / 2);
foreach (Line line in lines)
{
points.Add(AddAlongRebarCover2(line.GetEndPoint(0), line.Direction, offset));
points.Add(AddAlongRebarCover2(line.GetEndPoint(1), line.Direction, offset));
}
IList <Curve> newLines = new List <Curve>();
XYZ q = points[points.Count - 1];
foreach (XYZ p in points)
{
newLines.Add(Line.CreateBound(q, p));
q = p;
}
return(newLines);
}
