//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);
}
