public static bool SetISection(HndzISectionProfile Isection, HndzStructuralMaterial material)
{
SAPISection sapISection = default(SAPISection);
sapISection.ConvertFromHndzIProfile(Isection, material);
return(SAP2000API.SetISection(sapISection));
}
public static HndzISectionProfile GetISection(HndzISectionProfile profile, ref HndzStructuralMaterial material)
{
SAPISection section = new SAPISection();
section.ConvertFromHndzIProfile(profile, material);
section = SAP2000API.GetISection(section);
HndzISectionProfile hndzProfile = new HndzISectionProfile();
hndzProfile = section.ConvertToHndzIProfile(ref material);
return(hndzProfile);
}
private static IfcBeam CreateBeam(XbimModel model, HndzStructuralElement genericProducthndz)
{
using (XbimReadWriteTransaction txn = model.BeginTransaction("Create" + genericProducthndz.ToString()))
{
IfcBeam genericProductIfc = model.Instances.New <IfcBeam>();
IfcExtrudedAreaSolid body = model.Instances.New <IfcExtrudedAreaSolid>();
IfcBeamType elementType = model.Instances.New <IfcBeamType>();
elementType.PredefinedType = IfcBeamTypeEnum.BEAM;
if (genericProducthndz.Profile is HndzRectangularProfile)
{
HndzRectangularProfile genericProfilehndz = genericProducthndz.Profile as HndzRectangularProfile;
IfcRectangleProfileDef ifcGenericProfile = AssignRectangularProfile(model, genericProducthndz, genericProductIfc, elementType, genericProfilehndz);
//model as a swept area solid
body.SweptArea = ifcGenericProfile;
}
if (genericProducthndz.Profile is HndzISectionProfile)
{
HndzISectionProfile genericProfilehndz = genericProducthndz.Profile as HndzISectionProfile;
IfcIShapeProfileDef ifcGenericProfile = AssignIProfile(model, genericProducthndz, genericProductIfc, elementType, genericProfilehndz);
//model as a swept area solid
body.SweptArea = ifcGenericProfile;
}
if (genericProducthndz.Profile is HndzCSectionProfile)
{
HndzCSectionProfile genericProfilehndz = genericProducthndz.Profile as HndzCSectionProfile;
IfcCShapeProfileDef ifcGenericProfile = AssignCsectionProfile(model, genericProducthndz, genericProductIfc, elementType, genericProfilehndz);
//model as a swept area solid
body.SweptArea = ifcGenericProfile;
}
AdjustExtrusion(model, body, genericProducthndz, genericProductIfc);
if (model.Validate(txn.Modified(), Console.Out) == 0)
{
txn.Commit();
return(genericProductIfc);
}
return(null);
}
}
public HndzISectionProfile ConvertToHndzIProfile(ref HndzStructuralMaterial material)
{
HndzISectionProfile profile = new HndzISectionProfile();
profile.Name = Name;
profile.I_Section = new SectionI(Name, Height, TopFlangeWidth, BotFlangeWidth, TopFlangeThickness, BotFlangeThickness, WebThickness);
material = WebMaterial.ConvertToHndzMaterial();
//material = TopFlangeMaterial.ConvertToHndzMaterial();
//material = BotFlangeMaterial.ConvertToHndzMaterial();
return(profile);
}
public SAPISection ConvertFromHndzIProfile(HndzISectionProfile Isection, HndzStructuralMaterial material)
{
SAPISection sapISection = new SAPISection();
sapISection.Name = Isection.Name;
sapISection.BotFlangeWidth = Isection.I_Section.b_fBot;
sapISection.BotFlangeThickness = Isection.I_Section.t_fBot;
sapISection.TopFlangeWidth = Isection.I_Section.b_fTop;
sapISection.TopFlangeThickness = Isection.I_Section.t_fTop;
sapISection.WebThickness = Isection.I_Section.t_w;
sapISection.Height = Isection.I_Section.d;
sapISection.BotFlangeMaterial.ConvertFromHndzMaterial(material);
sapISection.WebMaterial.ConvertFromHndzMaterial(material);
sapISection.TopFlangeMaterial.ConvertFromHndzMaterial(material);
return(sapISection);
}
public static void initDesigner(SteelGrade Grade, LoadingType LoadingType, HndzISectionProfile _ColumnSection, HndzISectionProfile _BeamSection, HndzColumnStandardCase _columnTapered,
HndzBeamStandrdCase _beamTapered)
{
switch (LoadingType)
{
case LoadingType.Case1:
CaseStress = 1.0;
break;
case LoadingType.Case2:
CaseStress = 1.2;
break;
}
BuiltUpSection = _ColumnSection;
BuiltUpSectionRafter = _BeamSection;
columnTapered = _columnTapered;
beamTapered = _beamTapered;
switch (Grade)
{
case SteelGrade.st37:
Fy = 2.4;
Fu = 3.6;
FYX = 1.4;
FYXZ = 0.000065;
break;
case SteelGrade.st44:
Fy = 2.8;
Fu = 4.4;
FYX = 1.6;
FYXZ = 0.000085;
break;
case SteelGrade.st52:
Fy = 3.6;
Fu = 5.2;
FYX = 2.1;
FYXZ = 0.000135;
break;
}
}
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);
}
private static IfcBeam CreatePurlin(XbimModel model, HndzPurlin genericProducthndz)
{
using (XbimReadWriteTransaction txn = model.BeginTransaction("Create Purlin"))
{
IfcBeam beam = model.Instances.New <IfcBeam>();
IfcExtrudedAreaSolid body = model.Instances.New <IfcExtrudedAreaSolid>();
body.Depth = genericProducthndz.ExtrusionLine.RhinoLine.Length;
IfcBeamType elementType = model.Instances.New <IfcBeamType>();
elementType.PredefinedType = IfcBeamTypeEnum.USERDEFINED;
IfcMaterial material = model.Instances.New <IfcMaterial>();
material.Name = "STEEL";
beam.SetMaterial(material);
IfcCartesianPoint insertPoint = model.Instances.New <IfcCartesianPoint>();
insertPoint.SetXY(genericProducthndz.ExtrusionLine.baseNode.Point.X, genericProducthndz.ExtrusionLine.baseNode.Point.Y); //insert at arbitrary position//****************Need Revision
if (genericProducthndz.Profile is HndzRectangularProfile)
{
HndzRectangularProfile recProfile = genericProducthndz.Profile as HndzRectangularProfile;
#region Type & Material &Tags
string typeText = "HANDAZ-Column-Rectangular " + (int)recProfile.Rectangle.Width + " x "
+ (int)recProfile.Rectangle.Height + " mm";
elementType.Tag = typeText;
elementType.Name = typeText;
IfcLabel columnLabel = new IfcLabel(typeText);
elementType.ElementType = columnLabel;
elementType.ApplicableOccurrence = columnLabel;
beam.Tag = typeText;
beam.Name = typeText;
beam.Description = typeText;
beam.SetDefiningType(elementType, model);
#endregion
//represent column as a rectangular profile
IfcRectangleProfileDef MyPurlinPofile = model.Instances.New <IfcRectangleProfileDef>();
MyPurlinPofile.ProfileType = IfcProfileTypeEnum.AREA;
MyPurlinPofile.XDim = recProfile.Rectangle.Height;
MyPurlinPofile.YDim = recProfile.Rectangle.Width;
MyPurlinPofile.Position = model.Instances.New <IfcAxis2Placement2D>();
MyPurlinPofile.Position.RefDirection = model.Instances.New <IfcDirection>();
MyPurlinPofile.Position.RefDirection.SetXY(recProfile.OrientationInPlane.X, recProfile.OrientationInPlane.Y);
//MyColumnPofile.Position.Location = insertPoint;
//model as a swept area solid
body.SweptArea = MyPurlinPofile;
}
if (genericProducthndz.Profile is HndzISectionProfile)
{
HndzISectionProfile Iprofile = genericProducthndz.Profile as HndzISectionProfile;
#region Type & Material &Tags
string typeText = "HANDAZ-Purlin-I beam (flange " + Iprofile.I_Section.b_f + " x " + Iprofile.I_Section.t_fTop + " and web "
+ Iprofile.I_Section.d + " x " + Iprofile.I_Section.t_w + " mm";
elementType.Tag = typeText;
elementType.Name = typeText;
IfcLabel columnLabel = new IfcLabel(typeText);
elementType.ElementType = columnLabel;
elementType.ApplicableOccurrence = columnLabel;
beam.Tag = typeText;
beam.Name = typeText;
beam.Description = typeText;
beam.SetDefiningType(elementType, model);
#endregion
// IfcPolyline pl = model.Instances.New<IfcPolyline>();
//List<Point3d> tempPoints= Iprofile.ConvertItoPoints();
// foreach (Point3d point in tempPoints)
// {
// IfcCartesianPoint tempPoint = model.Instances.New<IfcCartesianPoint>();
// tempPoint.SetXYZ(point.X, point.Y, point.Z);
// pl.Points.Add(tempPoint);
// }
IfcIShapeProfileDef MyPurlinPofile = model.Instances.New <IfcIShapeProfileDef>();
MyPurlinPofile.FlangeThickness = Iprofile.I_Section.tf;
MyPurlinPofile.WebThickness = Iprofile.I_Section.t_w;
MyPurlinPofile.OverallWidth = Iprofile.I_Section.b_f;
MyPurlinPofile.OverallDepth = Iprofile.I_Section.d;
MyPurlinPofile.FilletRadius = 10;
MyPurlinPofile.Position = model.Instances.New <IfcAxis2Placement2D>();
MyPurlinPofile.Position.RefDirection = model.Instances.New <IfcDirection>();
MyPurlinPofile.Position.RefDirection.SetXY(Iprofile.OrientationInPlane.X, Iprofile.OrientationInPlane.Y);
//MyColumnPofile.Position.Location = insertPoint;
//model as a swept area solid
body.SweptArea = MyPurlinPofile;
}
if (genericProducthndz.Profile is HndzCSectionProfile)
{
HndzCSectionProfile Cprofile = genericProducthndz.Profile as HndzCSectionProfile;
#region Type & Material &Tags
string typeText = "HANDAZ-Purlin-C-Chanel (flange " + Cprofile.C_Section.b_f + " x " + Cprofile.C_Section.t_f + " and web "
+ Cprofile.C_Section.d + " x " + Cprofile.C_Section.t_w + " mm";
elementType.Tag = typeText;
elementType.Name = typeText;
IfcLabel columnLabel = new IfcLabel(typeText);
elementType.ElementType = columnLabel;
elementType.ApplicableOccurrence = columnLabel;
beam.Tag = typeText;
beam.Name = typeText;
beam.Description = typeText;
beam.SetDefiningType(elementType, model);
#endregion
IfcCShapeProfileDef MyPurlinPofile = model.Instances.New <IfcCShapeProfileDef>();
MyPurlinPofile.WallThickness = Cprofile.C_Section.t_f;
//MyColumnPofile.WebThickness = Iprofile.C_Section.t_w; //ToDo:purlin web and flange thickness are the same!!!!
MyPurlinPofile.Width = Cprofile.C_Section.b_f;
MyPurlinPofile.Depth = Cprofile.C_Section.d;
MyPurlinPofile.InternalFilletRadius = 10;
MyPurlinPofile.Position = model.Instances.New <IfcAxis2Placement2D>();
MyPurlinPofile.Position.RefDirection = model.Instances.New <IfcDirection>();
MyPurlinPofile.Position.RefDirection.SetXY(Cprofile.OrientationInPlane.X, Cprofile.OrientationInPlane.Y);
//model as a swept area solid
body.SweptArea = MyPurlinPofile;
}
body.ExtrudedDirection = model.Instances.New <IfcDirection>();
body.ExtrudedDirection.SetXYZ(0, 0, 1);
//body.ExtrudedDirection.SetXYZ(Hndzcol.ExtrusionLine.RhinoLine.Direction.X, Hndzcol.ExtrusionLine.RhinoLine.Direction.Y, Hndzcol.ExtrusionLine.RhinoLine.Direction.Z);
//parameters to insert the geometry in the model
IfcCartesianPoint origin = model.Instances.New <IfcCartesianPoint>();
origin.SetXYZ(genericProducthndz.ExtrusionLine.baseNode.Point.X, genericProducthndz.ExtrusionLine.baseNode.Point.Y, genericProducthndz.ExtrusionLine.baseNode.Point.Z);
body.Position = model.Instances.New <IfcAxis2Placement3D>();
//body.Position.Location = origin;
body.Position.RefDirection = model.Instances.New <IfcDirection>();
body.Position.RefDirection.SetXYZ(1, 0, 0);
//Create a Definition shape to hold the geometry
IfcShapeRepresentation shape = model.Instances.New <IfcShapeRepresentation>();
shape.ContextOfItems = model.IfcProject.ModelContext();
shape.RepresentationType = "SweptSolid";
shape.RepresentationIdentifier = "Body";
shape.Items.Add(body);
//Create a Product Definition and add the model geometry to the column
IfcProductDefinitionShape rep = model.Instances.New <IfcProductDefinitionShape>();
rep.Representations.Add(shape);
beam.Representation = rep;
//now place the column into the model
IfcLocalPlacement lp = model.Instances.New <IfcLocalPlacement>();
IfcAxis2Placement3D ax3d = model.Instances.New <IfcAxis2Placement3D>();
ax3d.Location = origin;
Vector3d perpendicularVector = new Vector3d(genericProducthndz.Profile.OrientationInPlane.X, genericProducthndz.Profile.OrientationInPlane.Y, 0);
Plane extrusionPlane;
bool aa = genericProducthndz.ExtrusionLine.RhinoLine.TryGetPlane(out extrusionPlane);
if (aa)
{
perpendicularVector = extrusionPlane.ZAxis;
}
ax3d.RefDirection = model.Instances.New <IfcDirection>();
ax3d.RefDirection.SetXYZ(perpendicularVector.X, perpendicularVector.Y, perpendicularVector.Z);
ax3d.Axis = model.Instances.New <IfcDirection>();
ax3d.Axis.SetXYZ(genericProducthndz.ExtrusionLine.RhinoLine.Direction.X, genericProducthndz.ExtrusionLine.RhinoLine.Direction.Y, genericProducthndz.ExtrusionLine.RhinoLine.Direction.Z);
lp.RelativePlacement = ax3d;
beam.ObjectPlacement = lp;
#region Owner Data
beam.OwnerHistory.OwningUser = model.DefaultOwningUser;
beam.OwnerHistory.OwningApplication = model.DefaultOwningApplication;
#endregion
//validate write any errors to the console and commit if OK, otherwise abort
string temp = Path.GetTempPath();
//if (model.Validate(txn.Modified(), File.CreateText("E:\\Column" + column.GlobalId + "Errors.txt")) == 0)
// if (model.Validate(txn.Modified(), File.CreateText(temp + "Column" + column.GlobalId + "Errors.txt")) == 0)
if (model.Validate(txn.Modified(), Console.Out) == 0)
{
txn.Commit();
return(beam);
}
return(null);
}
}
private static IfcIShapeProfileDef AssignIProfile(XbimModel model, HndzStructuralElement genericProducthndz,
IfcProduct genericProductIfc, IfcBuildingElementType elementType, HndzISectionProfile gnericProfileHndz)
{
#region Type & Material &Tags
string typeText = genericProducthndz.ToString() + "I beam (flange " + gnericProfileHndz.I_Section.b_f + " x " + gnericProfileHndz.I_Section.t_fTop + " and web "
+ gnericProfileHndz.I_Section.d + " x " + gnericProfileHndz.I_Section.t_w + " mm";
elementType.Tag = typeText;
elementType.Name = typeText;
IfcLabel columnLabel = new IfcLabel(typeText);
elementType.ElementType = columnLabel;
elementType.ApplicableOccurrence = columnLabel;
//genericProductIfc.Tag = typeText;
genericProductIfc.Name = typeText;
genericProductIfc.Description = typeText;
genericProductIfc.SetDefiningType(elementType, model);
#endregion
IfcIShapeProfileDef ifcGenericProfile = model.Instances.New <IfcIShapeProfileDef>();
ifcGenericProfile.FlangeThickness = gnericProfileHndz.I_Section.tf;
ifcGenericProfile.WebThickness = gnericProfileHndz.I_Section.t_w;
ifcGenericProfile.OverallWidth = gnericProfileHndz.I_Section.b_f;
ifcGenericProfile.OverallDepth = gnericProfileHndz.I_Section.d;
ifcGenericProfile.FilletRadius = 10;//ToDo:make it zero after explore ISection
ifcGenericProfile.ProfileType = IfcProfileTypeEnum.AREA;
ifcGenericProfile.Position = model.Instances.New <IfcAxis2Placement2D>();
ifcGenericProfile.Position.RefDirection = model.Instances.New <IfcDirection>();
ifcGenericProfile.Position.RefDirection.SetXY(gnericProfileHndz.OrientationInPlane.X, gnericProfileHndz.OrientationInPlane.Y);
ifcGenericProfile.Position.Location = model.Instances.New <IfcCartesianPoint>();
ifcGenericProfile.Position.Location.SetXY(0, 0);
//ifcGenericProfile.Position.Location.SetXY(genericProducthndz.ExtrusionLine.baseNode.Point.X,
// genericProducthndz.ExtrusionLine.baseNode.Point.Y);
return(ifcGenericProfile);
}
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);
}
