public StbModel SetByAngle(double colMaxAngle)
{
// TODO: リストが大量にあるの直す
var columns = new List <StbColumn>();
var girders = new List <StbGirder>();
var braces = new List <StbBrace>();
var secBeams_S = new List <StbSecBeam_S>();
var secBeams_Rc = new List <StbSecBeam_RC>();
var secColumn_S = new List <StbSecColumn_S>();
var secColumn_Rc = new List <StbSecColumn_RC>();
var secBrace_S = new List <StbSecBrace_S>();
var secSteel = new K2SSecSteelItems();
foreach (ModelElement elem in _kModel.elems)
{
if (!(elem is ModelElementStraightLine))
{
continue;
}
Karamba.Geometry.Point3 to = _kModel.nodes[elem.node_inds[0]].pos;
Karamba.Geometry.Point3 from = _kModel.nodes[elem.node_inds[1]].pos;
var elemLine = new Line(new Point3d(to.X, to.Y, to.Z), new Point3d(from.X, from.Y, from.Z));
double pAngle = Vector3d.VectorAngle(elemLine.Direction, Vector3d.ZAxis);
double nAngle = Vector3d.VectorAngle(elemLine.Direction, -Vector3d.ZAxis);
switch (elem)
{
case ModelBeam modelBeam:
ModelBeamToStbColumnAndGirder(secBeams_Rc, secBeams_S, secColumn_Rc, secColumn_S, secSteel, colMaxAngle, columns, girders, pAngle, nAngle, modelBeam);
break;
case ModelTruss modelTruss:
ModelTrussToStbBrace(secBrace_S, secSteel, braces, modelTruss);
break;
default:
throw new ArgumentException("Karamba3D model parse error.");
}
}
StbMembers members = BindMemberProps(columns, girders, braces);
StbSections sections = BindSectionProps(secBeams_S, secBeams_Rc, secColumn_S, secColumn_Rc, secBrace_S, secSteel);
return(new StbModel()
{
StbNodes = _kModel.nodes.ToStb(), StbMembers = members, StbSections = sections
});
}
public static STBDotNet.Geometry.Point3 ToStb(this Karamba.Geometry.Point3 kpt)
{
return(new STBDotNet.Geometry.Point3(kpt.X, kpt.Y, kpt.Z) / 1000);
}
