private void AppendCouplingInformation_ECPL_Point(StringBuilder sb, GH_Elastic_Coupling ecpl)
{
if (ecpl.Value.Reference_B.Id > 0)
{
// SPTS takes only points as reference, no lines
if (ecpl.Value.Reference_B is GS_StructuralPoint)
{
sb.AppendFormat(" SPTS REF {0}", ecpl.Value.Reference_B.Id);
//sb.Append(" TYP 'C'");
sb.AppendFormat(" CP {0}", ecpl.Axial_stiffness);
sb.AppendFormat(" CM {0}", ecpl.Rotational_stiffness);
if (!ecpl.Direction.IsTiny())
{
sb.AppendFormat(" DX {0} DY {1} DZ {2}", ecpl.Direction.X, ecpl.Direction.Y, ecpl.Direction.Z);
}
if (ecpl.GroupId > 0)
{
sb.AppendFormat(" GRP {0}", ecpl.GroupId);
}
sb.AppendLine();
}
}
}
private void AppendCouplingInformation_ECPL_Line(StringBuilder sb, GH_Elastic_Coupling ecpl)
{
if (ecpl.Value.Reference_B.Id > 0)
{
sb.AppendFormat(" SLNS");
if (ecpl.GroupId > 0)
{
sb.AppendFormat(" GRP {0}", ecpl.GroupId);
}
sb.Append(" REFT");
if (ecpl.Value.IsBCurve)
{
sb.Append(" >SLN");
}
else
{
sb.Append(" >SPT");
}
sb.AppendFormat(" {0}", ecpl.Value.Reference_B.Id);
sb.AppendFormat(" CA {0}", ecpl.Axial_stiffness);
sb.AppendFormat(" CD {0}", ecpl.Rotational_stiffness);
if (!ecpl.Direction.IsTiny())
{
sb.AppendFormat(" DRX {0} DRY {1} DRZ {2}", ecpl.Direction.X, ecpl.Direction.Y, ecpl.Direction.Z);
}
sb.AppendLine();
}
}
