private void ModelBeamToStbColumnAndGirder(
List <StbSecBeam_RC> secBeams_RC, List <StbSecBeam_S> secBeams_S, List <StbSecColumn_RC> secColumn_RC, List <StbSecColumn_S> secColumn_S, K2SSecSteelItems secSteel,
double colMaxAngle, ICollection <StbColumn> columns, ICollection <StbGirder> girders, double pAngle, double nAngle, ModelBeam modelBeam)
{
int croSecId = _croSecNames.IndexOf(modelBeam.crosec.name);
bool positive = pAngle <= colMaxAngle && pAngle >= -1d * colMaxAngle;
bool negative = nAngle <= colMaxAngle && nAngle >= -1d * colMaxAngle;
if (positive || negative)
{
var kind = GetColumnStructureKind(modelBeam.crosec.material.family);
columns.Add(K2StbMemberItems.CreateColumn(modelBeam, croSecId, kind));
if (_registeredCroSecId[0].IndexOf(croSecId) < 0)
{
AddColumnSection(secColumn_S, secColumn_RC, secSteel, kind, croSecId, _tagNum[0]++);
}
}
else
{
var kind = GetGirderStructureKind(modelBeam.crosec.material.family);
girders.Add(K2StbMemberItems.CreateGirder(modelBeam, croSecId, kind));
if (_registeredCroSecId[1].IndexOf(croSecId) < 0)
{
AddBeamSection(secBeams_S, secBeams_RC, secSteel, kind, croSecId, _tagNum[1]++);
}
}
}
private void ModelTrussToStbBrace(List <StbSecBrace_S> secBrace_S, K2SSecSteelItems secSteel, ICollection <StbBrace> braces, ModelTruss modelTruss)
{
int trussCroSecId = _croSecNames.IndexOf(modelTruss.crosec.name);
braces.Add(K2StbMemberItems.CreateBrace(modelTruss, trussCroSecId));
if (_registeredCroSecId[2].IndexOf(trussCroSecId) < 0)
{
AddBraceSection(secBrace_S, secSteel, trussCroSecId, _tagNum[2]++);
}
}
