protected override void SolveInstance(IGH_DataAccess DA)
{
FemDesign.Bars.Bar bar = null;
FemDesign.Bars.Buckling.BucklingLength flexuralStiff = null;
FemDesign.Bars.Buckling.BucklingLength flexuralWeak = null;
FemDesign.Bars.Buckling.BucklingLength pressuredTopFlange = null;
FemDesign.Bars.Buckling.BucklingLength pressuredBottomFlange = null;
if (!DA.GetData(0, ref bar))
{
return;
}
if (!DA.GetData(1, ref flexuralStiff))
{
return;
}
if (!DA.GetData(2, ref flexuralWeak))
{
return;
}
if (!DA.GetData(3, ref pressuredTopFlange))
{
return;
}
if (!DA.GetData(4, ref pressuredBottomFlange))
{
return;
}
//
DA.SetData(0, FemDesign.Bars.Buckling.BucklingData.SetOnSteelBar(bar, flexuralStiff, flexuralWeak, pressuredTopFlange, pressuredBottomFlange));
}
protected override void SolveInstance(IGH_DataAccess DA)
{
FemDesign.Bars.Bar bar = null;
FemDesign.Bars.Buckling.BucklingLength flexuralStiff = null;
FemDesign.Bars.Buckling.BucklingLength flexuralWeak = null;
FemDesign.Bars.Buckling.BucklingLength lateralTorsional = null;
if (!DA.GetData(0, ref bar))
{
return;
}
if (!DA.GetData(1, ref flexuralStiff))
{
return;
}
if (!DA.GetData(2, ref flexuralWeak))
{
return;
}
if (!DA.GetData(3, ref lateralTorsional))
{
return;
}
//
DA.SetData(0, FemDesign.Bars.Buckling.BucklingData.SetOnTimberBar(bar, flexuralStiff, flexuralWeak, lateralTorsional));
}
