//Changes the cross-section into RFEM cross section
private static string getRName(CroSec kCrossSection)
{
string kName = kCrossSection.name;
if (kName.Length >= 4)
{
if (kName.Substring(0, 3) == "IPE")
{
return(kName.Substring(0, 3) + " " + kName.Substring(3));
}
else if (kName.Substring(0, 4) == "RHSC")
{
return("RHS" + " " + kName.Substring(4).Split('.')[0] + " (Ruukki)");
}
else if (kName.Substring(0, 4) == "SHSC")
{
string[] size = kName.Substring(4).Split('x');
return("SHS" + " " + size[0] + "x" + size[0] + "x" + size[1].Split('.')[0] + " (Ruukki)");
}
}
if (kName == "")
{
if (kCrossSection.GetType() == typeof(Karamba.CrossSections.CroSec_Trapezoid))
{
return("SB " + (kCrossSection.dims[4] * 1000).ToString() + "/" + (kCrossSection.dims[2] * 1000).ToString() + "/" +
(kCrossSection.dims[0] * 1000).ToString());
}
else if (kCrossSection.GetType() == typeof(Karamba.CrossSections.CroSec_I))
{
return("IU " + (kCrossSection.dims[0] * 1000).ToString() + "/" + (kCrossSection.dims[4] * 1000).ToString() + "/" +
(kCrossSection.dims[5] * 1000).ToString() + "/" + (kCrossSection.dims[1] * 1000).ToString() + "/" +
(kCrossSection.dims[2] * 1000).ToString() + "/" + (kCrossSection.dims[3] * 1000).ToString() + "/" +
(kCrossSection.dims[6] * 1000).ToString() + "/" + (kCrossSection.dims[6] * 1000).ToString());
}
// Box not working yet.
/*
* else if (kCrossSection.GetType() == typeof(Karamba.CrossSections.CroSec_Box))
* {
* return "TR " + (kCrossSection.dims[4] * 1000).ToString() + "/" + (kCrossSection.dims[5] * 1000).ToString() + "/" +
* (kCrossSection.dims[1] * 1000).ToString() + "/" + (kCrossSection.dims[0] * 1000).ToString() + "/" +
* (kCrossSection.dims[2] * 1000).ToString() + "/" + (kCrossSection.dims[3] * 1000).ToString();
* }
*/
}
return("RECHTECK 100/200"); // Only IPE cross sections are implemented yet.
}
//Gets material from the RFEM material library
private static int getRMaterial(Karamba.Models.Model kModel, CroSec kCrossSection)
{
if (kCrossSection.elemIds.Count == 1 && kCrossSection.elemIds[0] == "")
{
foreach (Karamba.Materials.FemMaterial material in kModel.materials)
{
if (material.elemIds.Count != 0)
{
return((int)material.ind + 1);
}
}
}
else
{
foreach (Karamba.Materials.FemMaterial material in kModel.materials)
{
if (material.elemIds.Count != 0 && material.elemIds.Contains(kCrossSection.elemIds[0]))
{
return((int)material.ind + 1);
}
}
}
return(1);
}
private static void CheckSecBraceIdMatching(IEnumerable <StbSecBrace_S> braces, CroSec k3dCroSec, string steelShapeName)
{
if (braces == null)
{
return;
}
foreach (StbSecBrace_S brace in braces)
{
var memberFigureName = string.Empty;
object[] figures = brace.StbSecSteelFigureBrace_S.Items;
switch (figures[0])
{
case StbSecSteelBrace_S_Same same:
memberFigureName = same.shape;
break;
case StbSecSteelBrace_S_NotSame _:
memberFigureName = new[] { figures[0] as StbSecSteelBrace_S_NotSame, figures[1] as StbSecSteelBrace_S_NotSame }
.First(figure => figure.pos == StbSecSteelBrace_S_NotSamePos.BOTTOM).shape;
break;
case StbSecSteelBrace_S_ThreeTypes _:
memberFigureName = new[] { figures[0] as StbSecSteelBrace_S_ThreeTypes, figures[1] as StbSecSteelBrace_S_ThreeTypes, figures[2] as StbSecSteelBrace_S_ThreeTypes }
.First(figure => figure.pos == StbSecSteelBrace_S_ThreeTypesPos.CENTER).shape;
break;
}
if (memberFigureName == steelShapeName)
{
k3dCroSec.AddElemId("Id" + brace.id);
}
}
}
private static void CheckSecBeamIdMatching(IEnumerable <StbSecBeam_S> beams, CroSec k3dCroSec, string steelShapeName)
{
if (beams == null)
{
return;
}
foreach (StbSecBeam_S beam in beams)
{
var memberFigureName = string.Empty;
object[] figures = beam.StbSecSteelFigureBeam_S.Items;
switch (figures[0])
{
case StbSecSteelBeam_S_Straight straight:
memberFigureName = straight.shape;
break;
case StbSecSteelBeam_S_Taper _:
memberFigureName = new[] { figures[0] as StbSecSteelBeam_S_Taper, figures[1] as StbSecSteelBeam_S_Taper }
.First(figure => figure.pos == StbSecSteelBeam_S_TaperPos.START).shape;
break;
case StbSecSteelBeam_S_Joint _:
var joints = figures.Length == 2
? new[] { figures[0] as StbSecSteelBeam_S_Joint, figures[1] as StbSecSteelBeam_S_Joint }
: new[] { figures[0] as StbSecSteelBeam_S_Joint, figures[1] as StbSecSteelBeam_S_Joint, figures[2] as StbSecSteelBeam_S_Joint };
memberFigureName = joints.First(figure => figure.pos == StbSecSteelBeam_S_JointPos.CENTER).shape;
break;
case StbSecSteelBeam_S_Haunch _:
var haunch = figures.Length == 2
? new[] { figures[0] as StbSecSteelBeam_S_Haunch, figures[1] as StbSecSteelBeam_S_Haunch }
: new[] { figures[0] as StbSecSteelBeam_S_Haunch, figures[1] as StbSecSteelBeam_S_Haunch, figures[2] as StbSecSteelBeam_S_Haunch };
memberFigureName = haunch.First(figure => figure.pos == StbSecSteelBeam_S_HaunchPos.CENTER).shape;
break;
case StbSecSteelBeam_S_FiveTypes _:
StbSecSteelBeam_S_FiveTypes[] fiveTypes;
switch (figures.Length)
{
case 3:
fiveTypes = new[] { figures[0] as StbSecSteelBeam_S_FiveTypes, figures[1] as StbSecSteelBeam_S_FiveTypes, figures[2] as StbSecSteelBeam_S_FiveTypes };
break;
case 4:
fiveTypes = new[] { figures[0] as StbSecSteelBeam_S_FiveTypes, figures[1] as StbSecSteelBeam_S_FiveTypes, figures[2] as StbSecSteelBeam_S_FiveTypes, figures[3] as StbSecSteelBeam_S_FiveTypes };
break;
case 5:
fiveTypes = new[] { figures[0] as StbSecSteelBeam_S_FiveTypes, figures[1] as StbSecSteelBeam_S_FiveTypes, figures[2] as StbSecSteelBeam_S_FiveTypes, figures[3] as StbSecSteelBeam_S_FiveTypes, figures[4] as StbSecSteelBeam_S_FiveTypes };
break;
default:
throw new ArgumentException("StbSecSteelBeam_S_FiveTypes parse error");
}
memberFigureName = fiveTypes.First(figure => figure.pos == StbSecSteelBeam_S_FiveTypesPos.CENTER).shape;
break;
}
if (memberFigureName == steelShapeName)
{
k3dCroSec.AddElemId("Id" + beam.id);
}
}
}
private static void SetK3dCroSecElemId(StbSections sections, CroSec k3dCroSec, string steelShapeName)
{
CheckSecColumnIdMatching(sections.StbSecColumn_S, k3dCroSec, steelShapeName);
CheckSecBeamIdMatching(sections.StbSecBeam_S, k3dCroSec, steelShapeName);
CheckSecBraceIdMatching(sections.StbSecBrace_S, k3dCroSec, steelShapeName);
}
