private void CalcLoadPoint(double v, ref Polyline pl)
{
_n_Ed = v;
M_Edy_NomStiff.CalcLoading();
M_Edz_NomStiff.CalcLoading();
double M_Ed = new Vector3d(M_Edz_NomStiff.M_Ed, M_Edy_NomStiff.M_Ed, 0).Length;
pl.Add(new Point3d(N_Ed, 0, M_Ed));
}
public ColLoadCase DeepCopy(Column newCol)
{
ColLoadCase other = (ColLoadCase) MemberwiseClone();
other.M_Edz_NomStiff = M_Edz_NomStiff.DeepCopy();
other.M_Edy_NomStiff = M_Edy_NomStiff.DeepCopy();
other.Col = newCol;
return other;
}
private void CalcUtilizationNominalStiffness2()
{
Polyline pl_Mz = Col.CrossSec.CalculateStrengthCurve(Plane.WorldXY,Ls);
BoundingBox bb = pl_Mz.BoundingBox;
double N_Rdmin = bb.Min.X;
if (M_Edy_NomStiff != null && M_Edz_NomStiff != null)
{
//Save original loads
double N_temp = N_Ed;
//Check is the bigger utilization when the eccentricity is in z, or y-direction and choose that
ZorY = true;
M_Edy_NomStiff.CalcLoading();
M_Edz_NomStiff.CalcLoading();
Vector3d direction = new Vector3d(M_Edz_NomStiff.M_Ed, M_Edy_NomStiff.M_Ed, 0);
M_EdComb = direction.Length;
bool success = Col.CrossSec.CalculateStresses(N_Ed, M_Edz_NomStiff.M_Ed, M_Edy_NomStiff.M_Ed, Name,Ls);
if (!success)
{
Utilization[ColumnCalculationMethod.NominalStiffness2] = 999;
return;
}
//Plane calcPlane = new Plane(Point3d.Origin, direction,
// Vector3d.CrossProduct(direction, Vector3d.ZAxis));
Plane calcPlane = LoadPlane;
if (calcPlane.ZAxis.Z < 0) calcPlane.Flip();
Plane testPlane = new Plane(calcPlane);
testPlane.Transform(Transform.PlaneToPlane(Plane.WorldXY, Plane.WorldYZ));
Polyline pl_temp = Col.CrossSec.CalculateStrengthCurve(calcPlane,Ls);
pl_temp.Transform(Transform.PlaneToPlane(testPlane, Plane.WorldYZ));
pl_temp.Transform(Transform.PlanarProjection(Plane.WorldZX));
NMCurve = pl_temp;
/*
Curve pl_M = Col.CrossSec.CalculateStrengthCurve(calcPlane).ToNurbsCurve();
pl_M.Transform(Transform.PlaneToPlane(testPlane, Plane.WorldYZ));
pl_M.Transform(Transform.PlanarProjection(Plane.WorldZX));
*/
Curve pl_M = pl_temp.ToNurbsCurve();
BoundingBox bbox = pl_M.GetBoundingBox(false);
double MinNormalForce = bbox.Min.X;
double[] NormalForceRange = Enumerable.Range(0, 100).ToList().Select(o => (double)o).ToList().Select(o => o * MinNormalForce/100).ToArray();
Polyline pl = new Polyline();
CalcLoadPoint(NormalForceRange[0], ref pl);
int i = 1;
while (pl_M.Contains(pl[pl.Count - 1],Plane.WorldZX) ==PointContainment.Inside)
{
CalcLoadPoint(NormalForceRange[i], ref pl);
i++;
}
//Save original values back
_n_Ed = N_temp;
M_Edy_NomStiff.CalcLoading();
M_Edz_NomStiff.CalcLoading();
Utilization[ColumnCalculationMethod.NominalStiffness2] = N_Ed / pl[pl.Count - 1].X;
LoadCurve = pl;
}
else
Utilization[ColumnCalculationMethod.NominalStiffness2] = 999;
}
