public ISystem CalculateSteelSystem_Test(ISystem sys, bool asComposite)
{
sKodeSteelBuildingDesigner kde = new sKodeSteelBuildingDesigner();
ISystem sys_LRFD_Full = sStatSystem.GetCalculatedSystem(sys, "1.2D+1.6L");
sys.ToggleMinuteDensityStatus(eSteelFrameSetType.AsBeam, true);
ISystem sys_LRFD_BeamMin = sStatSystem.GetCalculatedSystem(sys, "1.2D+1.6L");
sys.ToggleMinuteDensityStatus(eSteelFrameSetType.AsBeam, false);
ISystem sys_Live = sStatSystem.GetCalculatedSystem(sys, "L");
double maxDepth_Beams;
kde.DesignSteelBeams_Gravity(asComposite, eSteelFrameSetType.AsBeam, sys_LRFD_Full, ref sys_LRFD_BeamMin, sys_Live, out maxDepth_Beams, 2);
//Apply CrossSection doesn't work...
sys_LRFD_BeamMin.ApplyDesignedCrossSections(eSteelFrameSetType.AsBeam, 0);
sys_LRFD_BeamMin.ToggleMinuteDensityStatus(eSteelFrameSetType.AsBeam, false);
sys = sys_LRFD_BeamMin;
//recal for girder
sys_LRFD_Full = sStatSystem.GetCalculatedSystem(sys, "1.2D+1.6L");
sys.ToggleMinuteDensityStatus(eSteelFrameSetType.AsGirder, true);
sys_LRFD_BeamMin = sStatSystem.GetCalculatedSystem(sys, "1.2D+1.6L");
sys.ToggleMinuteDensityStatus(eSteelFrameSetType.AsGirder, false);
sys_Live = sStatSystem.GetCalculatedSystem(sys, "L");
//girderDesign
double maxDepth_Girder;
kde.DesignSteelBeams_Gravity(asComposite, eSteelFrameSetType.AsGirder, sys_LRFD_Full, ref sys_LRFD_BeamMin, sys_Live, out maxDepth_Girder, 2, -1.0, maxDepth_Beams * 1.01);
//update designed shapes & reset systems
sys_LRFD_BeamMin.ApplyDesignedCrossSections(eSteelFrameSetType.AsGirder, 0);
sys_LRFD_BeamMin.ToggleMinuteDensityStatus(eSteelFrameSetType.AsGirder, false);
return(sStatSystem.GetCalculatedSystem(sys_LRFD_BeamMin, "1.2D+1.6L"));
}