// Token: 0x06000225 RID: 549 RVA: 0x0000F1B0 File Offset: 0x0000D3B0
protected double GetActualSpacingForUnitechnik(Transform t1, Transform t2, short angle)
{
ItGeVector3d distributionLengthVector = this.GetDistributionLengthVector(t1, t2);
double distributionDirectionSign = SteelGroupElementRebarBase.GetDistributionDirectionSign(distributionLengthVector, angle);
return(distributionLengthVector.length() * distributionDirectionSign);
}
// Token: 0x06000207 RID: 519 RVA: 0x0000E08C File Offset: 0x0000C28C
private ItSegment CreateFirstSegment(List <ItGeCurve3d> rebarList, ItBar xmlBar, ItGeCurve3d firstCurve, ItGeCurve3d nextCurve, ref bool flipFutureYs, out ItSegment additionalSegment)
{
additionalSegment = null;
ItGeVector3d rebarElementNormal = this.GetRebarElementNormal();
ItGeVector3d normalFromFirstTwoSegments = SteelGroupElementRebarBase.GetNormalFromFirstTwoSegments(rebarList, rebarElementNormal);
ItGeLineSeg3d itGeLineSeg3d = firstCurve as ItGeLineSeg3d;
ItGeCircArc3d itGeCircArc3d = firstCurve as ItGeCircArc3d;
bool flag = itGeLineSeg3d != null;
ItSegment result;
if (flag)
{
result = this.GetFirstSegFromLineSeg(xmlBar, itGeLineSeg3d, normalFromFirstTwoSegments, nextCurve, ref flipFutureYs);
}
else
{
bool flag2 = itGeCircArc3d != null;
if (flag2)
{
result = this.GetFirstSegFromCircArc(xmlBar, itGeCircArc3d, normalFromFirstTwoSegments, ref flipFutureYs, out additionalSegment);
}
else
{
result = null;
}
}
return(result);
}
// Token: 0x060001E4 RID: 484 RVA: 0x0000D60C File Offset: 0x0000B80C
private static bool IsSingleIronInXYPlane(List <ItGeCurve3d> firstList)
{
ItGeVector3d directionFromCurve = SteelGroupElementRebarBase.GetDirectionFromCurve(firstList[0]);
ItGeVector3d refVec = directionFromCurve.crossProduct(ItGeVector3d.kZAxis);
ItGeVector3d vec = directionFromCurve.orthoProject(ItGeVector3d.kZAxis);
double a = directionFromCurve.angleTo(vec, refVec);
return(a.Eq(0.0, -1.0));
}
// Token: 0x0600022E RID: 558 RVA: 0x0000F4DC File Offset: 0x0000D6DC
protected short GetUnitechnikAngleOfFreeForm(ItGeCurve3d first, out ItGeVector3d normal)
{
ItGeVector3d directionFromCurve = SteelGroupElementRebarBase.GetDirectionFromCurve(first);
double num = ItGeVector3d.kXAxis.angleTo(directionFromCurve, ItGeVector3d.kZAxis);
normal = ItGeVector3d.kYAxis.rotateBy(num, ItGeVector3d.kZAxis);
num = SteelGroupElement.FixAngleRange(num, false);
num = ItAngle.toDegree(num);
return((short)Math.Round(num, 0));
}
// Token: 0x0600020E RID: 526 RVA: 0x0000E48C File Offset: 0x0000C68C
private void GetRotationsSimple(ItGeVector3d rebarPlaneNormal, ItSegment prevSegment, ItGeVector3d direction, ref bool flipFutureYs, out double rotX, out double bendY)
{
ItGeVector3d xvector = prevSegment.XVector;
ItGeVector3d yvector = prevSegment.YVector;
rotX = yvector.angleTo(rebarPlaneNormal, xvector);
rotX = SteelGroupElementRebarBase.FixRotX(rotX, ref flipFutureYs);
ItGeVector3d refVec = new ItGeVector3d(yvector).rotateBy(rotX, xvector);
bendY = xvector.angleTo(direction, refVec);
bendY = SteelGroupElement.FixAngleRange(bendY, flipFutureYs);
}
// Token: 0x0600020D RID: 525 RVA: 0x0000E42C File Offset: 0x0000C62C
private void GetRotationComplex(ItGeVector3d rebarPlaneNormal, ItSegment prevSegment, ItGeVector3d direction, ref bool flipFutureYs, out double rotX, out double bendY)
{
ItGeVector3d xvector = prevSegment.XVector;
ItGeVector3d yvector = prevSegment.YVector;
ItGeVector3d itGeVector3d = yvector.orthoProject(rebarPlaneNormal);
ItGeVector3d itGeVector3d2 = direction.crossProduct(rebarPlaneNormal);
rotX = itGeVector3d.angleTo(itGeVector3d2, xvector);
rotX = SteelGroupElementRebarBase.FixRotX(rotX, ref flipFutureYs);
bendY = xvector.angleTo(direction, itGeVector3d2);
bendY = SteelGroupElement.FixAngleRange(bendY, flipFutureYs);
}
// Token: 0x060001D8 RID: 472 RVA: 0x0000CA88 File Offset: 0x0000AC88
private void UnitechnikWriteRebarAsFreeForm()
{
ItDebug.assert(base.IronSetsSchematic.any <List <ItGeCurve3d> >() && base.IronSetsSchematic[0].Count > 1, "Do not call this method for anything but bending forms.");
ItUniWrapperImpl.RodstockData data = default(ItUniWrapperImpl.RodstockData);
List <ItGeCurve3d> list = base.IronSetsSchematic[0];
ItGeVector3d normal;
short unitechnikAngleOfFreeForm = base.GetUnitechnikAngleOfFreeForm(list[0], out normal);
int num;
double dValue;
this.GetSpacingAndCountForUnitechnik(unitechnikAngleOfFreeForm, out num, out dValue);
int freeFormLength = SteelGroupElementRebar.GetFreeFormLength(list);
ItGePoint3d startPoint = base.GetStartPoint(base.IronSetsSchematic);
data.length = (uint)freeFormLength;
data.startAngle = unitechnikAngleOfFreeForm;
data.artNr = string.Empty;
data.autoProd = 0;
data.diameter = (ushort)CNCDataBase.convertToMM(base.RebarBarType.BarDiameter);
data.flexFormNumber = 0;
data.formType = 2;
data.hasSpacers = 0;
data.hasWielding = 0;
data.installationHeight = (uint)CNCDataBase.convertToMM(startPoint.z);
data.number = (ushort)num;
data.pitch = CNCDataBase.convertToMM(dValue);
data.pitchSpacer = 0u;
data.startingPointSpacer = 0u;
data.reinfType = (byte)base.CNCReinfTypeValue;
data.steelQuality = SteelGroupElementRebarBase.GetSteelQuality(base.RebarBarType);
data.xcoord = CNCDataBase.convertToMM(startPoint.x);
data.ycoord = CNCDataBase.convertToMM(startPoint.y);
List <ItUniWrapperImpl.FreeFormSegment> list2 = new List <ItUniWrapperImpl.FreeFormSegment>();
int num2;
for (int i = 0; i < list.Count; i = num2 + 1)
{
ItGeCurve3d itGeCurve3d = list[i];
ItGeCurve3d nextCurve = list.ElementAtOrDefault(i + 1);
short unitechnikAngleOfNextSegment = this.GetUnitechnikAngleOfNextSegment(itGeCurve3d, nextCurve, normal);
list2.Add(new ItUniWrapperImpl.FreeFormSegment
{
length = (uint)CNCDataBase.convertToMM(itGeCurve3d.len),
angle = unitechnikAngleOfNextSegment
});
num2 = i;
}
ItUniWrapperImpl.AddFreeFormRodstock(data, list2);
}
// Token: 0x06000203 RID: 515 RVA: 0x0000DE84 File Offset: 0x0000C084
private ItBar CreateBarElement(ItGePoint3d startPoint, double rotZ)
{
return(new ItBar
{
ShapeMode = ShapeMode.realistic,
ReinforcementType = base.CNCReinfTypeValue,
SteelQuality = SteelGroupElementRebarBase.GetSteelQuality(this.RebarBarType),
PieceCount = 1,
Diameter = this.RebarBarType.BarDiameter,
X = startPoint.x,
Y = startPoint.y,
Z = startPoint.z,
RotZ = rotZ,
CurrentNormal = ItGeVector3d.kYAxis
});
}
// Token: 0x0600022C RID: 556 RVA: 0x0000F41C File Offset: 0x0000D61C
protected bool IsMainAxis()
{
bool flag = this.IronSetsSchematic.none <List <ItGeCurve3d> >() || this.IronSetsSchematic[0].none <ItGeCurve3d>();
bool result;
if (flag)
{
result = false;
}
else
{
ItGeVector3d directionFromCurve = SteelGroupElementRebarBase.GetDirectionFromCurve(this.IronSetsSchematic[0][0]);
result = (directionFromCurve.isParallelTo(ItGeVector3d.kXAxis, null) || directionFromCurve.isParallelTo(ItGeVector3d.kYAxis, null));
}
return(result);
}
// Token: 0x060001D9 RID: 473 RVA: 0x0000CC6C File Offset: 0x0000AE6C
private short GetUnitechnikAngleOfNextSegment(ItGeCurve3d thisCurve, ItGeCurve3d nextCurve, ItGeVector3d normal)
{
bool flag = nextCurve == null;
short result;
if (flag)
{
result = 0;
}
else
{
ItGeVector3d directionFromCurve = SteelGroupElementRebarBase.GetDirectionFromCurve(thisCurve);
ItGeVector3d directionFromCurve2 = SteelGroupElementRebarBase.GetDirectionFromCurve(nextCurve);
double num = directionFromCurve.angleTo(directionFromCurve2, normal);
num = SteelGroupElement.FixAngleRange(num, false);
num = ItAngle.toDegree(num);
short num2 = (short)Math.Round(num, 0);
result = num2;
}
return(result);
}
// Token: 0x06000201 RID: 513 RVA: 0x0000DD94 File Offset: 0x0000BF94
public List <ItBar> ToBarList(ItSteel steelBlock, List <List <ItGeCurve3d> > ironSet)
{
List <ItBar> list = new List <ItBar>();
bool flag = ironSet.none <List <ItGeCurve3d> >();
List <ItBar> result;
if (flag)
{
result = list;
}
else
{
bool flag2 = this.RebarBarType == null;
if (flag2)
{
result = list;
}
else
{
foreach (List <ItGeCurve3d> list2 in ironSet)
{
bool flag3 = list2.none <ItGeCurve3d>();
if (!flag3)
{
double rotZ = 0.0;
ItGeCurve3d firstSeg = list2.FirstOrDefault <ItGeCurve3d>();
ItGePoint3d rebarStartPoint = SteelGroupElementRebarBase.GetRebarStartPoint(firstSeg);
ItGePoint3d startPoint = steelBlock.Offset(rebarStartPoint);
ItBar itBar = this.CreateBarElement(startPoint, rotZ);
this.FillSegments(itBar, list2);
list.Add(itBar);
}
}
result = list;
}
}
return(result);
}
// Token: 0x06000213 RID: 531 RVA: 0x0000E800 File Offset: 0x0000CA00
public static ItGeVector3d GetNormalFromFirstTwoSegments(List <ItGeCurve3d> rebarList, ItGeVector3d defaultValue)
{
bool flag = rebarList.Count < 2;
ItGeVector3d result;
if (flag)
{
result = defaultValue;
}
else
{
ItGeCircArc3d itGeCircArc3d = rebarList[0] as ItGeCircArc3d;
ItGeLineSeg3d firstCurve = rebarList[0] as ItGeLineSeg3d;
bool flag2 = itGeCircArc3d != null;
if (flag2)
{
result = itGeCircArc3d.normal();
}
else
{
int num;
for (int i = 1; i < rebarList.Count; i = num + 1)
{
ItGeCurve3d nextCurve = rebarList[i];
ItGeVector3d normalFromTwoSegments = SteelGroupElementRebarBase.GetNormalFromTwoSegments(firstCurve, nextCurve);
bool flag3 = normalFromTwoSegments != null;
if (flag3)
{
return(normalFromTwoSegments);
}
num = i;
}
result = ItGeVector3d.kYAxis;
}
}
return(result);
}
// Token: 0x060001E0 RID: 480 RVA: 0x0000D164 File Offset: 0x0000B364
private static bool IsValidBendingFormForUnitechnikFreeForm(List <List <ItGeCurve3d> > arrayIrons)
{
bool flag = arrayIrons.any <List <ItGeCurve3d> >();
bool flag2 = !flag;
bool result;
if (flag2)
{
result = false;
}
else
{
ItGeCurve3d curve;
flag = arrayIrons.All(delegate(List <ItGeCurve3d> curves)
{
bool result2 = false;
if (curves.any <ItGeCurve3d>())
{
// result2 = curves.All((ItGeCurve3d curve) => curve is ItGeLineSeg3d);
}
else
{
result2 = false;
}
return(result2);
});
bool flag3 = !flag;
if (flag3)
{
result = false;
}
else
{
flag = !SteelGroupElementRebar.IsSingleSegment(arrayIrons);
bool flag4 = !flag;
if (flag4)
{
result = false;
}
else
{
bool flag5 = arrayIrons.Count > 1;
if (flag5)
{
//SteelGroupElementRebar.<>c__DisplayClass19_1 CS$<>8__locals1 = new SteelGroupElementRebar.<>c__DisplayClass19_1();
//List<List<double>> list4 = (from curves in arrayIrons
//select (from curve in curves
//select curve.len).ToList<double>()).ToList<List<double>>();
//CS$<>8__locals1.firstLengths = list4[0];
//int j;
//int k;
//for (k = 0; k < CS$<>8__locals1.firstLengths.Count; k = j + 1)
//{
// flag = list4.All((List<double> list) => list[k].Eq(CS$<>8__locals1.firstLengths[k], -1.0));
// bool flag6 = !flag;
// if (flag6)
// {
// return false;
// }
// j = k;
//}
//List<List<ItGeVector3d>> list2 = (from curves in arrayIrons
//select curves.Select(new Func<ItGeCurve3d, ItGeVector3d>(SteelGroupElementRebarBase.GetDirectionFromCurve)).ToList<ItGeVector3d>()).ToList<List<ItGeVector3d>>();
//CS$<>8__locals1.firstDirections = list2[0];
//int i;
//for (i = 0; i < CS$<>8__locals1.firstDirections.Count; i = j + 1)
//{
// flag = list2.All((List<ItGeVector3d> list) => list[i].isCodirectionalTo(CS$<>8__locals1.firstDirections[i], null));
// bool flag7 = !flag;
// if (flag7)
// {
// return false;
// }
// j = i;
//}
}
ItGeVector3d itGeVector3d = null;
itGeVector3d = SteelGroupElementRebarBase.GetNormalFromFirstTwoSegments(arrayIrons.First <List <ItGeCurve3d> >(), ItGeVector3d.kZAxis);
flag = itGeVector3d.z.Eq(0.0, -1.0);
bool flag8 = !flag;
if (flag8)
{
result = false;
}
else
{
foreach (List <ItGeCurve3d> list3 in arrayIrons)
{
ItGeCurve3d firstCurve = list3[0];
foreach (ItGeCurve3d itGeCurve3d in list3)
{
ItGeCurve3d itGeCurve3d2 = itGeCurve3d;
ItGeVector3d normalFromTwoSegments = SteelGroupElementRebarBase.GetNormalFromTwoSegments(firstCurve, itGeCurve3d2);
flag = (normalFromTwoSegments == null || normalFromTwoSegments.isParallelTo(itGeVector3d, null));
bool flag9 = !flag;
if (flag9)
{
return(false);
}
firstCurve = itGeCurve3d2;
}
}
curve = arrayIrons[0][0];
ItGeVector3d directionFromCurve = SteelGroupElementRebarBase.GetDirectionFromCurve(curve);
bool flag10 = directionFromCurve.dotProduct(ItGeVector3d.kZAxis).Ne(0.0, -1.0);
if (flag10)
{
ItGeCurve3d curve2 = arrayIrons[0].Last <ItGeCurve3d>();
directionFromCurve = SteelGroupElementRebarBase.GetDirectionFromCurve(curve2);
bool flag11 = directionFromCurve.dotProduct(ItGeVector3d.kZAxis).Ne(0.0, -1.0);
if (flag11)
{
return(false);
}
arrayIrons.ForEach(delegate(List <ItGeCurve3d> list)
{
list.Reverse();
});
arrayIrons.ForEach(delegate(List <ItGeCurve3d> list)
{
//list.ForEach(delegate(ItGeCurve3d curve)
//{
// curve.reverseParam();
//});
});
}
result = true;
}
}
}
}
return(result);
}
// Token: 0x06000221 RID: 545 RVA: 0x0000EEA0 File Offset: 0x0000D0A0
protected void UnitechnikAddStraightBars(List <List <ItGeCurve3d> > arrayIrons, ElementId id)
{
List <ItGeCurve3d> list = arrayIrons.FirstOrDefault <List <ItGeCurve3d> >();
bool flag = list == null;
if (flag)
{
ItFailures.PostFailure(ItFailures.CAMObjectWithoutValidGeometry, id);
}
else
{
ItGeCurve3d itGeCurve3d = list.FirstOrDefault <ItGeCurve3d>();
bool flag2 = itGeCurve3d == null;
if (flag2)
{
ItFailures.PostFailure(ItFailures.CAMObjectWithoutValidGeometry, id);
}
else
{
ItGePoint3d itGePoint3d;
itGeCurve3d.hasStartPoint(out itGePoint3d);
ItGeVector3d itGeVector3d;
short unitechnikAngleOfFreeForm = this.GetUnitechnikAngleOfFreeForm(itGeCurve3d, out itGeVector3d);
bool flag3 = arrayIrons.Count > 1;
int num;
double num2;
if (flag3)
{
this.GetSpacingAndCountForUnitechnik(unitechnikAngleOfFreeForm, out num, out num2);
}
else
{
ItGeVector3d kOrigin = ItGeVector3d.kOrigin;
num2 = 0.0;
num = 1;
}
uint length = (uint)CNCDataBase.convertToMM(itGeCurve3d.len);
ItUniWrapperImpl.RodstockData data = new ItUniWrapperImpl.RodstockData
{
length = length,
startAngle = unitechnikAngleOfFreeForm,
artNr = string.Empty,
autoProd = 0,
diameter = (ushort)CNCDataBase.convertToMM(this.RebarBarType.BarDiameter),
flexFormNumber = 0,
formType = 0,
hasSpacers = 0,
hasWielding = 0,
pitchSpacer = 0u,
startingPointSpacer = 0u,
reinfType = (byte)base.CNCReinfTypeValue,
steelQuality = SteelGroupElementRebarBase.GetSteelQuality(this.RebarBarType),
xcoord = CNCDataBase.convertToMM(itGePoint3d.x),
ycoord = CNCDataBase.convertToMM(itGePoint3d.y),
installationHeight = (uint)CNCDataBase.convertToMM(itGePoint3d.z),
number = (ushort)(num2.Ne(0.0, -1.0) ? num : 1),
pitch = CNCDataBase.convertToMM(num2)
};
ItUniWrapperImpl.AddStraightRodstock(data);
bool flag4 = num2.Eq(0.0, -1.0) && num > 1;
if (flag4)
{
int num3;
for (int i = 1; i < arrayIrons.Count; i = num3 + 1)
{
itGeCurve3d = arrayIrons[i].FirstOrDefault <ItGeCurve3d>();
bool flag5 = itGeCurve3d == null;
if (!flag5)
{
itGeCurve3d.hasStartPoint(out itGePoint3d);
data.xcoord = CNCDataBase.convertToMM(itGePoint3d.x);
data.ycoord = CNCDataBase.convertToMM(itGePoint3d.y);
ItUniWrapperImpl.AddStraightRodstock(data);
}
num3 = i;
}
}
}
}
}