/// <summary>
/// This function assumes that an IBuiltUpSection consists of a start and end section, further development to send an array of sections is recommended
/// </summary>
/// <param name="IBuiltUpSection"></param>
/// <returns></returns>
public static bool SetITaperedSection(HndzITaperedProfile profile, HndzStructuralMaterial material)
{
SAPITaperedSection section = new SAPITaperedSection();
section.ConvertFromHndzTaperedI(profile, material);
return(SAP2000API.SetITaperedSection(section));
}
public void ConvertFromHndzTaperedI(HndzITaperedProfile profile, HndzStructuralMaterial material)
{
Name = profile.Name;
Length = 1;
LengthType = LengthTypeEnum.Relative;
StartSection.ConvertFromHndzIProfile(profile.StartProfile, material);
EndSection.ConvertFromHndzIProfile(profile.EndProfile, material);
}
public HndzITaperedProfile ConvertToHndzTaperedI(ref HndzStructuralMaterial material)
{
HndzITaperedProfile profile = new HndzITaperedProfile();
profile.Name = Name;
profile.StartProfile = StartSection.ConvertToHndzIProfile(ref material);
profile.EndProfile = EndSection.ConvertToHndzIProfile(ref material);
return(profile);
}
public static HndzITaperedProfile GetITaperedSection(HndzITaperedProfile profile, ref HndzStructuralMaterial material)
{
SAPITaperedSection section = new SAPITaperedSection();
section.ConvertFromHndzTaperedI(profile, material);
section = SAP2000API.GetITaperedSection(section);
HndzITaperedProfile hndzProfile = new HndzITaperedProfile();
hndzProfile = section.ConvertToHndzTaperedI(ref material);
return(hndzProfile);
}
public void ConvertToHndzElement(HndzStructuralElement hndzElement)
{
SAPITaperedSection sapSec = (SAPITaperedSection)Section;
//HndzStructuralElement hndzElement;
SectionI startSec = new SectionI(sapSec.StartSection.Name, sapSec.StartSection.Height * 1000, sapSec.StartSection.BotFlangeWidth * 1000, sapSec.StartSection.BotFlangeThickness * 1000, sapSec.StartSection.WebThickness * 1000);
SectionI endSec = new SectionI(sapSec.EndSection.Name, sapSec.EndSection.Height * 1000, sapSec.EndSection.BotFlangeWidth * 1000, sapSec.EndSection.BotFlangeThickness * 1000, sapSec.EndSection.WebThickness * 1000);
if (hndzElement.Profile is HndzITaperedProfile)
{
HndzITaperedProfile profile = hndzElement.Profile as HndzITaperedProfile;
hndzElement.Name = Name;
hndzElement.Profile.Name = Name;
profile.StartProfile.I_Section = startSec;
profile.StartProfile.Name = sapSec.StartSection.Name;
profile.EndProfile.I_Section = endSec;
profile.EndProfile.Name = sapSec.EndSection.Name;
}
hndzElement.AnalysisResults = new HndzAnalysisResults[AnalysisResults.NumberResults];
hndzElement.AnalysisResultsEnvelope = new HndzAnalysisResults[AnalysisResultsEnvelope.NumberResults];
for (int i = 0; i < AnalysisResults.NumberResults; i++)
{
hndzElement.AnalysisResults[i] = new HndzAnalysisResults(AnalysisResults.Station[i],
AnalysisResults.LoadCase[i], AnalysisResults.Axial[i], AnalysisResults.Shear2[i], AnalysisResults.Shear3[i], AnalysisResults.TortionalMoment[i]
, AnalysisResults.Moment2[i], AnalysisResults.Moment3[i]);
}
for (int i = 0; i < AnalysisResultsEnvelope.NumberResults; i++)
{
hndzElement.AnalysisResultsEnvelope[i] = new HndzAnalysisResults(AnalysisResultsEnvelope.Station[i],
AnalysisResultsEnvelope.LoadCase[i], AnalysisResultsEnvelope.Axial[i], AnalysisResultsEnvelope.Shear2[i], AnalysisResultsEnvelope.Shear3[i], AnalysisResultsEnvelope.TortionalMoment[i]
, AnalysisResultsEnvelope.Moment2[i], AnalysisResultsEnvelope.Moment3[i]);
}
hndzElement.IsDesignPassed = IsDesignPassed;
//TODO: Section and material
//return hndzElement;
}
public static HndzFrameSingleBay3D AssembleSections(HndzFrameSingleBay3D Frame3d)
{
foreach (HndzFrameSingleBay2D Frame in Frame3d.Frames2D)
{
double Fy = 2.4;
double LUSupportedSap = 4.11;
//Kfactor Needs to Be calculated from InterActrion Diagrams - 2 For worst Case
double Kfactor = 2;
double KfactorBeamEnd = 0.7;
double KfactorBeamStart = 0.65;
double Lbin = 8.5;
double Lbout = 5;
double BeamLength = 12;
double PurlinSpacing = 2;
double ColumnHeight = Frame.LeftBeam.ExtrusionLine.RhinoLine.Length;
double LUnsupported = ColumnHeight / 2;
//What i want
// Analysis Result at start and and end
//Whats my Name ? Gecko
HndzAnalysisResults RColStartMax = Frame.LeftBeam.AnalysisResults[0];
HndzAnalysisResults RColMidMax = Frame.LeftBeam.AnalysisResults[1];
HndzAnalysisResults RColEndMax = Frame.LeftBeam.AnalysisResults[2];
HndzAnalysisResults RColStartMin = Frame.LeftBeam.AnalysisResults[3];
HndzAnalysisResults RColMidMin = Frame.LeftBeam.AnalysisResults[4];
HndzAnalysisResults RColEndMin = Frame.LeftBeam.AnalysisResults[5];
//=============================================
//HndzAnalysisResults RBeamEnd = Frame.LeftBeam.AnalysisResults[1];
//HndzAnalysisResults RBeamStart = Frame.LeftBeam.AnalysisResults[0];
//==================================
//station 0 = 0 ,3
//station 1 = 2 , 5
//============================
//foreach (HndzAnalysisResults RColEnd in Frame.LeftBeam.AnalysisResults)
//{
SectionI ColEstimated = CrossSectionCalulator.CalculateColumnSection(CrossSectionCalulator.SteelGrade.st37, ColumnHeight, RColStartMax.Axial, RColStartMax.Moment3);
SectionI ColEnd = BeamColumnDesign.DesignEnd(ColEstimated.d, ColEstimated.t_w, ColEstimated.b_fTop, ColEstimated.t_fTop,
ColEstimated.b_fBot, ColEstimated.t_fBot, RColEndMax.Axial, RColStartMax.Moment3, RColEndMax.Moment3, Fy,
LUnsupported, Kfactor, Lbin, Lbout, BeamColumnDesign.SwayCondtion.PermitedToSway,
BeamColumnDesign.SteelGrade.st37, BeamColumnDesign.LoadingType.Case2);
SectionI ColStart = CrossSectionCalulator.SectionTaperedColumn(ColEnd);
ColStart = BeamColumnDesign.DesignStart(ColStart.d, ColStart.t_w, ColStart.b_fTop, ColStart.t_fTop, ColStart.b_fBot,
ColStart.t_fBot, RColStartMax.Axial, RColEndMax.Moment3, RColEndMax.Moment3, Fy, LUnsupported, Kfactor,
Lbin, Lbout, BeamColumnDesign.SwayCondtion.PermitedToSway, BeamColumnDesign.SteelGrade.st37,
BeamColumnDesign.LoadingType.Case2);
HndzISectionProfile Start = new HndzISectionProfile(ColStart);
HndzISectionProfile End = new HndzISectionProfile(ColEnd);
HndzITaperedProfile Section = new HndzITaperedProfile(Start, End);
Frame.LeftBeam.Profile = Section;
Frame.RightBeam.Profile = Section;
// }
//foreach (HndzAnalysisResults RBeamStart in Frame.LeftBeam.AnalysisResults)
//{
// SectionI BeamEstimated = CrossSectionCalulator.CalculateBeamSection(CrossSectionCalulator.SteelGrade.st37, BeamLength, RBeamStart.Axial, RBeamStart.Moment3);
// SectionI BeamStart = BeamDesign.DesignStart(BeamEstimated.d, BeamEstimated.t_w, BeamEstimated.b_fTop, BeamEstimated.t_fTop,
// BeamEstimated.b_fBot, BeamEstimated.t_fBot, RBeamStart.Axial, RBeamStart.Shear2, RBeamStart.Moment3, RBeamEnd.Moment3, Fy, LUSupportedSap, KfactorBeamStart, BeamLength, PurlinSpacing, BeamDesign.SwayCondtion.PermitedToSway, BeamDesign.SteelGrade.st37, BeamDesign.LoadingType.Case2);
// SectionI BeamEnd = CrossSectionCalulator.SectionTaperedBeam(BeamStart);
// BeamEnd = BeamDesign.DesignEnd(BeamEnd.d, BeamEnd.t_w, BeamEnd.b_fTop, BeamEnd.t_fTop,
// BeamEnd.b_fBot, BeamEnd.t_fBot,
// RBeamEnd.Axial, RBeamEnd.Shear2, RBeamStart.Moment3, RBeamEnd.Moment3, Fy, PurlinSpacing, KfactorBeamEnd, BeamLength, PurlinSpacing, BeamDesign.SwayCondtion.PermitedToSway, BeamDesign.SteelGrade.st37, BeamDesign.LoadingType.Case2);
// HndzISectionProfile Start = new HndzISectionProfile(BeamStart);
// HndzISectionProfile End = new HndzISectionProfile(BeamEnd);
// HndzITaperedProfile Section = new HndzITaperedProfile(Start, End);
//}
// double AppliedLoads =
}
return(null);
}
public void ConvertFromHndzElement(HndzExtrudedElement element, HndzSectionTypeEnum type)
{
switch (type)
{
case HndzSectionTypeEnum.HotRolledC:
throw new NotImplementedException("HotRolled is not ready");
break;
case HndzSectionTypeEnum.HotRolledI:
throw new NotImplementedException("HotRolled is not ready");
break;
case HndzSectionTypeEnum.BuiltUpI:
HndzBeamStandardCase beam = null;
HndzColumnStandardCase column = null;
if (element is HndzBeamStandardCase)
{
beam = (HndzBeamStandardCase)element;
Name = Label = beam.Name;
SAPISection iSection = new SAPISection();
Section = iSection.ConvertFromHndzIProfile((HndzISectionProfile)beam.Profile, (HndzStructuralMaterial)beam.Material);
Section = iSection;
StartPoint.ConvertFromHndzNode(beam.ExtrusionLine.baseNode);
EndPoint.ConvertFromHndzNode(beam.ExtrusionLine.EndNode);
}
else if (element is HndzColumnStandardCase)
{
column = (HndzColumnStandardCase)element;
Name = Label = column.Name;
SAPISection iSection = new SAPISection();
Section = iSection.ConvertFromHndzIProfile((HndzISectionProfile)column.Profile, (HndzStructuralMaterial)column.Material);
Section = iSection;
StartPoint.ConvertFromHndzNode(column.ExtrusionLine.baseNode);
EndPoint.ConvertFromHndzNode(column.ExtrusionLine.EndNode);
}
break;
case HndzSectionTypeEnum.TaperedI:
HndzBeamStandardCase beamTapered = null;
HndzBeamStandardCase columnTapered = null;
if (element is HndzBeamStandardCase)
{
//beamTapered = (HndzBeamTapered)element;
//Name = Label = beamTapered.Name;
//SAPITaperedSection iSection = new SAPITaperedSection();
//iSection.ConvertFromHndzTaperedI(beamTapered.Profile, (HndzStructuralMaterial)beamTapered.Material);
//Section = iSection;
//StartPoint.ConvertFromHndzNode(beamTapered.ExtrusionLine.baseNode);
//EndPoint.ConvertFromHndzNode(beamTapered.ExtrusionLine.EndNode);
throw new NotImplementedException();
}
else if (element is HndzBeamStandardCase)
{
columnTapered = (HndzBeamStandardCase)element;
Name = Label = columnTapered.Name;
if (columnTapered.Profile is HndzITaperedProfile)
{
HndzITaperedProfile columnTaperedProfile = columnTapered.Profile as HndzITaperedProfile;
SAPITaperedSection iSection = new SAPITaperedSection();
iSection.ConvertFromHndzTaperedI(columnTaperedProfile, (HndzStructuralMaterial)columnTapered.Material);
Section = iSection;
StartPoint.ConvertFromHndzNode(columnTapered.ExtrusionLine.baseNode);
EndPoint.ConvertFromHndzNode(columnTapered.ExtrusionLine.EndNode);
}
}
break;
default:
break;
}
}
public static HndzFrameSingleBay3D AssembleSections(HndzFrameSingleBay3D Frame3d)
{
double Fy = 2.4;
double LUSupportedSap = 4.11;
double Kfactor = 2;
//==========================
double KfactorBeamEnd = 0.7;
double KfactorBeamStart = 0.65;
//=======================
double PurlinSpacing = Frame3d.PurlinSpacing / 1000;
//
foreach (HndzFrameSingleBay2D Frame in Frame3d.Frames2D)
{
//===========================
//=======================
//Has to Get it form an algorithm in sap
//Kfactor Needs to Be calculated from InterActrion Diagrams - 2 For worst Case
//What i want
// Analysis Result at start and and end
//Whats my Name ? Gecko
double BeamLength = Frame.LeftBeam.ExtrusionLine.RhinoLine.Length / 1000;
double ColumnHeight = Frame.LeftColumn.ExtrusionLine.RhinoLine.Length / 1000;
//=================
double Lbin = ColumnHeight;
double Lbout = ColumnHeight;
double LUnsupported = ColumnHeight * 100 / 2;
HndzAnalysisResults RColStartMax = Frame.LeftColumn.AnalysisResults[0];
HndzAnalysisResults RColMidMax = Frame.LeftColumn.AnalysisResults[1];
HndzAnalysisResults RColEndMax = Frame.LeftColumn.AnalysisResults[2];
HndzAnalysisResults RColStartMin = Frame.LeftColumn.AnalysisResults[3];
HndzAnalysisResults RColMidMin = Frame.LeftColumn.AnalysisResults[4];
HndzAnalysisResults RColEndMin = Frame.LeftColumn.AnalysisResults[5];
HndzAnalysisResults RBeamStartMax = Frame.LeftColumn.AnalysisResults[0];
HndzAnalysisResults RBeamMidMax = Frame.LeftColumn.AnalysisResults[1];
HndzAnalysisResults RBeamEndMax = Frame.LeftColumn.AnalysisResults[2];
HndzAnalysisResults RBeamStartMin = Frame.LeftColumn.AnalysisResults[3];
HndzAnalysisResults RBeamMidMin = Frame.LeftColumn.AnalysisResults[4];
HndzAnalysisResults RBeamEndMin = Frame.LeftColumn.AnalysisResults[5];
//=============================================
//HndzAnalysisResults RBeamEnd = Frame.LeftBeam.AnalysisResults[1];
//HndzAnalysisResults RBeamStart = Frame.LeftBeam.AnalysisResults[0];
//==================================
//station 0 = 0 ,3
//station 1 = 2 , 5
//============================
//foreach (HndzAnalysisResults RColEnd in Frame.LeftBeam.AnalysisResults)
//{
SectionI ColEstimated = CrossSectionCalulator.CalculateColumnSection(CrossSectionCalulator.SteelGrade.st37, ColumnHeight, RColStartMax.Axial, RColEndMax.Moment3);
SectionI ColEndMax = BeamColumnDesign.DesignEnd(ColEstimated.d, ColEstimated.t_w, ColEstimated.b_fTop, ColEstimated.t_fTop,
ColEstimated.b_fBot, ColEstimated.t_fBot, RColEndMax.Axial, RColStartMax.Moment3, RColEndMax.Moment3, Fy,
LUnsupported, Kfactor, Lbin, Lbout, BeamColumnDesign.SwayCondtion.PermitedToSway,
BeamColumnDesign.SteelGrade.st37, BeamColumnDesign.LoadingType.Case2);
SectionI ColStartMax = CrossSectionCalulator.SectionTaperedColumn(ColEndMax);
ColStartMax = BeamColumnDesign.DesignStart(ColStartMax.d, ColStartMax.t_w, ColStartMax.b_fTop, ColStartMax.t_fTop, ColStartMax.b_fBot,
ColStartMax.t_fBot, RColStartMax.Axial, RColStartMax.Moment3, RColEndMax.Moment3, Fy, LUnsupported, Kfactor,
Lbin, Lbout, BeamColumnDesign.SwayCondtion.PermitedToSway, BeamColumnDesign.SteelGrade.st37,
BeamColumnDesign.LoadingType.Case2);
ColStartMax = CrossSectionCalulator.PostProcessing(ColStartMax);
ColEndMax = CrossSectionCalulator.PostProcessing(ColEndMax);
//=======================================================
//HndzISectionProfile Start = new HndzISectionProfile(ColStartMax);
//HndzISectionProfile End = new HndzISectionProfile(ColEndMax);
//HndzITaperedProfile ColumnTaperedSectionMax = new HndzITaperedProfile(Start, End);
//======================================
SectionI ColEstimatedMin = CrossSectionCalulator.CalculateColumnSection(CrossSectionCalulator.SteelGrade.st37, ColumnHeight, RColStartMax.Axial, RColEndMax.Moment3);
SectionI ColEndMin = BeamColumnDesign.DesignEnd(ColEstimatedMin.d, ColEstimatedMin.t_w, ColEstimatedMin.b_fTop, ColEstimatedMin.t_fTop,
ColEstimatedMin.b_fBot, ColEstimatedMin.t_fBot, RColEndMin.Axial, RColStartMin.Moment3, RColEndMin.Moment3, Fy,
LUnsupported, Kfactor, Lbin, Lbout, BeamColumnDesign.SwayCondtion.PermitedToSway,
BeamColumnDesign.SteelGrade.st37, BeamColumnDesign.LoadingType.Case2);
SectionI ColStartMin = CrossSectionCalulator.SectionTaperedColumn(ColEndMin);
ColStartMin = BeamColumnDesign.DesignStart(ColStartMin.d, ColStartMin.t_w, ColStartMin.b_fTop, ColStartMin.t_fTop, ColStartMin.b_fBot,
ColStartMin.t_fBot, RColStartMin.Axial, RColStartMin.Moment3, RColEndMin.Moment3, Fy, LUnsupported, Kfactor,
Lbin, Lbout, BeamColumnDesign.SwayCondtion.PermitedToSway, BeamColumnDesign.SteelGrade.st37,
BeamColumnDesign.LoadingType.Case2);
ColStartMin = CrossSectionCalulator.PostProcessing(ColStartMin);
ColEndMin = CrossSectionCalulator.PostProcessing(ColEndMin);
//HndzISectionProfile StartMin = new HndzISectionProfile(ColStartMin);
//HndzISectionProfile EndMin = new HndzISectionProfile(ColEndMax);
//HndzITaperedProfile ColumnTaperedSectionMin = new HndzITaperedProfile(Start, End);
SectionI FinalSectionStartCol = CrossSectionCalulator.SectionCompare(ColStartMax, ColStartMin);
SectionI FinalSectionEndCol = CrossSectionCalulator.SectionCompare(ColEndMax, ColEndMin);
HndzISectionProfile ColStart = new HndzISectionProfile(FinalSectionStartCol);
HndzISectionProfile ColEnd = new HndzISectionProfile(FinalSectionEndCol);
HndzITaperedProfile ColumnTaperedSection = new HndzITaperedProfile(ColEnd, ColStart);
//==========================================
// }
//foreach (HndzAnalysisResults RBeamStart in Frame.LeftBeam.AnalysisResults)
//{
SectionI BeamEstimatedMax = CrossSectionCalulator.CalculateBeamSection(CrossSectionCalulator.SteelGrade.st37, BeamLength, RBeamStartMax.Axial, RBeamStartMax.Moment3);
SectionI BeamStartMax = BeamDesign.DesignStart(BeamEstimatedMax.d, BeamEstimatedMax.t_w, BeamEstimatedMax.b_fTop, BeamEstimatedMax.t_fTop,
BeamEstimatedMax.b_fBot, BeamEstimatedMax.t_fBot, RBeamStartMax.Axial, RBeamStartMax.Shear2, RBeamStartMax.Moment3, RBeamEndMax.Moment3, Fy, LUSupportedSap, KfactorBeamStart, BeamLength, PurlinSpacing, BeamDesign.SwayCondtion.PermitedToSway, BeamDesign.SteelGrade.st37, BeamDesign.LoadingType.Case2);
SectionI BeamEndMAX = CrossSectionCalulator.SectionTaperedBeam(BeamStartMax);
BeamEndMAX = BeamDesign.DesignEnd(BeamEndMAX.d, BeamEndMAX.t_w, BeamEndMAX.b_fTop, BeamEndMAX.t_fTop,
BeamEndMAX.b_fBot, BeamEndMAX.t_fBot,
RBeamEndMax.Axial, RBeamEndMax.Shear2, RBeamStartMax.Moment3, RBeamEndMax.Moment3, Fy, PurlinSpacing, KfactorBeamEnd, BeamLength, PurlinSpacing, BeamDesign.SwayCondtion.PermitedToSway, BeamDesign.SteelGrade.st37, BeamDesign.LoadingType.Case2);
BeamStartMax = CrossSectionCalulator.PostProcessing(BeamStartMax);
BeamEndMAX = CrossSectionCalulator.PostProcessing(BeamEndMAX);
//HndzISectionProfile StartBeamMax = new HndzISectionProfile(BeamStartMax);
//HndzISectionProfile EndBeamMax = new HndzISectionProfile(BeamEndMAX);
//HndzITaperedProfile BeamTaperedSectionMax = new HndzITaperedProfile(StartBeamMax, EndBeamMax, new Rhino.Geometry.Vector2d(0, 1));
SectionI BeamEstimatedMin = CrossSectionCalulator.CalculateColumnSection(CrossSectionCalulator.SteelGrade.st37, ColumnHeight, RColStartMax.Axial, RColEndMax.Moment3);
SectionI BeamEndMin = BeamColumnDesign.DesignEnd(BeamEstimatedMin.d, BeamEstimatedMin.t_w, BeamEstimatedMin.b_fTop, BeamEstimatedMin.t_fTop,
BeamEstimatedMin.b_fBot, BeamEstimatedMin.t_fBot, RColEndMin.Axial, RColStartMin.Moment3, RColEndMin.Moment3, Fy,
LUnsupported, Kfactor, Lbin, Lbout, BeamColumnDesign.SwayCondtion.PermitedToSway,
BeamColumnDesign.SteelGrade.st37, BeamColumnDesign.LoadingType.Case2);
SectionI BeamStartMin = CrossSectionCalulator.SectionTaperedColumn(BeamEndMin);
BeamStartMin = BeamColumnDesign.DesignStart(BeamStartMin.d, BeamStartMin.t_w, BeamStartMin.b_fTop, BeamStartMin.t_fTop, BeamStartMin.b_fBot,
BeamStartMin.t_fBot, RColStartMin.Axial, RColStartMin.Moment3, RColEndMin.Moment3, Fy, LUnsupported, Kfactor,
Lbin, Lbout, BeamColumnDesign.SwayCondtion.PermitedToSway, BeamColumnDesign.SteelGrade.st37,
BeamColumnDesign.LoadingType.Case2);
BeamStartMin = CrossSectionCalulator.PostProcessing(BeamStartMin);
BeamEndMin = CrossSectionCalulator.PostProcessing(BeamEndMin);
// HndzISectionProfile StartMinBeam = new HndzISectionProfile(BeamStartMin);
// HndzISectionProfile EndMinBeam = new HndzISectionProfile(BeamEndMin);
//HndzISectionProfile StartMinBeam = new HndzISectionProfile(BeamEndMin);
//HndzISectionProfile EndMinBeam = new HndzISectionProfile(BeamStartMin);
//HndzITaperedProfile BeamTaperedSectionMin = new HndzITaperedProfile(EndMinBeam,StartMinBeam,new Rhino.Geometry.Vector2d(0, 1));
SectionI FinalSectionStartBeam = CrossSectionCalulator.SectionCompare(BeamStartMax, BeamStartMin);
SectionI FinalSectionEndBeam = CrossSectionCalulator.SectionCompare(BeamEndMAX, BeamEndMin);
HndzISectionProfile BeamStart = new HndzISectionProfile(FinalSectionStartBeam);
HndzISectionProfile BeamEnd = new HndzISectionProfile(FinalSectionEndBeam);
HndzITaperedProfile BeamTaperedSection = new HndzITaperedProfile(BeamStart, BeamEnd, new Rhino.Geometry.Vector2d(0, 1));
//==========================================
//}
// Sections Assumbtions
//========================================
Frame.LeftColumn.Profile = ColumnTaperedSection;
Frame.RightColumn.Profile = ColumnTaperedSection;
Frame.LeftBeam.Profile = BeamTaperedSection;
Frame.RightBeam.Profile = BeamTaperedSection;
//SectionChannel AssumedCSection = new SectionChannel("Assumed hotRolled C Section", 180, 80, 10, 4);
//HndzISectionProfile bigProfile = new HndzISectionProfile(new SectionI("big", 1000 * 2, 500 * 2, 100 * 2, 50 * 2));
//HndzISectionProfile smallProfile = new HndzISectionProfile(new SectionI("small", 1000, 500, 100, 50));
}
return(Frame3d);
}
