private bool recalculateMinMaxStressesOfSelection(Canguro.Model.Model model)
{
if (!model.HasResults || model.Results.ActiveCase == null)
{
return(false);
}
Model.Load.AbstractCase ac = model.Results.ActiveCase.AbstractCase;
int numPoints = Properties.Settings.Default.ElementForcesSegments;
LineStressCalculator lsc = new LineStressCalculator();
Model.Section.FrameSection section;
StraightFrameProps sfProps;
Vector2[][] contour;
float stress;
float[,] s1, m22, m33;
foreach (LineElement line in model.LineList)
{
if (line != null && line.IsVisible)
{
sfProps = line.Properties as StraightFrameProps;
if (sfProps != null)
{
s1 = lsc.GetForcesDiagram(ac, line, Canguro.Model.Load.LineForceComponent.Axial, numPoints);
m22 = lsc.GetForcesDiagram(ac, line, Canguro.Model.Load.LineForceComponent.Moment22, numPoints);
m33 = lsc.GetForcesDiagram(ac, line, Canguro.Model.Load.LineForceComponent.Moment33, numPoints);
section = sfProps.Section;
contour = section.Contour;
for (int j = 0; j < numPoints; j++)
{
for (int i = 0; i < contour[0].Length; i++)
{
stress = lsc.GetStressAtPoint(section, s1, m22, m33, j, contour[0][i].X, contour[0][i].Y);
if (stress > maxStress)
{
maxStress = stress;
}
if (stress < minStress)
{
minStress = stress;
}
}
}
}
}
}
return(true);
}
private string getLineForcesInfo(LineElement l, float xPos, RenderOptions.InternalForces iForces)
{
string force = units.UnitName(Canguro.Model.UnitSystem.Units.Force);
string moment = units.UnitName(Canguro.Model.UnitSystem.Units.Moment);
string unitStr = force;
float[] diagram;
string iForceName = string.Empty;
int numPoints = Properties.Settings.Default.ElementForcesSegments;
Model.Load.AbstractCase ac = model.Results.ActiveCase.AbstractCase;
Model.Load.LineForceComponent component = Canguro.Model.Load.LineForceComponent.Axial;
bool lastUndoEnabled = model.Undo.Enabled;
bool lastUnitSystemEnabled = Model.UnitSystem.UnitSystemsManager.Instance.Enabled;
try
{
if (model.IsLocked)
{
model.Undo.Enabled = false;
}
Model.UnitSystem.UnitSystemsManager.Instance.Enabled = false;
Analysis.LineStressCalculator calc = new Analysis.LineStressCalculator();
// Shear forces
switch (iForces)
{
case RenderOptions.InternalForces.Sx:
component = Canguro.Model.Load.LineForceComponent.Axial;
iForceName = Culture.Get("Axial");
break;
case RenderOptions.InternalForces.Sy:
component = Canguro.Model.Load.LineForceComponent.Shear22;
iForceName = Culture.Get("Shear") + " 22";
break;
case RenderOptions.InternalForces.Sz:
component = Canguro.Model.Load.LineForceComponent.Shear33;
iForceName = Culture.Get("Shear") + " 33";
break;
// Moments
case RenderOptions.InternalForces.Mx:
component = Canguro.Model.Load.LineForceComponent.Torsion;
iForceName = Culture.Get("Torsion");
unitStr = moment;
break;
case RenderOptions.InternalForces.My:
component = Canguro.Model.Load.LineForceComponent.Moment22;
iForceName = Culture.Get("Moment") + " 22";
unitStr = moment;
break;
case RenderOptions.InternalForces.Mz:
component = Canguro.Model.Load.LineForceComponent.Moment33;
iForceName = Culture.Get("Moment") + " 33";
unitStr = moment;
break;
}
// Get Diagram
diagram = calc.GetForceAtPoint(ac, l, component, xPos);
}
finally
{
Model.UnitSystem.UnitSystemsManager.Instance.Enabled = lastUnitSystemEnabled;
model.Undo.Enabled = lastUndoEnabled;
}
return("\n" + iForceName + ": " + units.FromInternational(diagram[1], Canguro.Model.UnitSystem.Units.Force).ToString("G3") + unitStr);
}
