// Token: 0x06000210 RID: 528 RVA: 0x0000E648 File Offset: 0x0000C848
private ItSegment GetSegmentFromLineSeg(ItBar xmlBar, ItSegment prevSegment, ItGeLineSeg3d lineSeg, ItGeCurve3d nextCurve, ref bool flipFutureYs)
{
ItGeVector3d itGeVector3d = lineSeg.direction();
ItGeVector3d xvector = prevSegment.XVector;
ItGeVector3d itGeVector3d2 = itGeVector3d.orthoProject(xvector);
double num;
double num2;
this.GetRotationsInDegree(xmlBar.CurrentNormal, prevSegment, itGeVector3d, ref flipFutureYs, out num, out num2);
this.SetCurrentNormal(xmlBar, num, num2, prevSegment);
ItGeVector3d xAxis;
ItGeVector3d yAxis;
ItGeVector3d zAxis;
this.GetNewDirections(num, num2, prevSegment, out xAxis, out yAxis, out zAxis);
double len = lineSeg.len;
double r = 0.0;
num = Math.Round(num, 10);
num2 = Math.Round(num2, 10);
ItGeMatrix3d kIdentity = ItGeMatrix3d.kIdentity;
kIdentity.setCoordSystem(ItGePoint3d.kOrigin, xAxis, yAxis, zAxis);
ItSegment itSegment = new ItSegment(len, r, num, num2, kIdentity, "normal");
this.FixSegmentLength(itSegment, nextCurve);
return(itSegment);
}
// 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: 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);
}
