public PlateProjectedFromBuiltUpIShape(ISteelMaterial Material, ISectionI SectionI,
ISectionRectangular plate,
FlexuralCompressionFiberPosition compressionFiberPosition)
: base(Material, SectionI, compressionFiberPosition)
{
this.plate = plate;
}
public FlangeOfBuiltUpI(ISteelMaterial Material, ISectionI s,
FlexuralCompressionFiberPosition compressionFiberPosition)
:base(Material)
{
this.section = s;
double bf=0;
double tf=0;
switch (compressionFiberPosition)
{
case FlexuralCompressionFiberPosition.Top:
bf = s.b_fTop;
tf = s.t_fTop;
break;
case FlexuralCompressionFiberPosition.Bottom:
bf = s.b_fTop;
tf = s.t_fTop;
break;
default:
throw new Exception("Compression fiber location different from to or bottom is not supported");
}
base.Overhang = bf;
base.Thickness = tf;
}
public AngleLegProjectedFromBuiltUpIShape(ISteelMaterial Material, ISectionI SectionI,
ISectionAngle angle,
FlexuralCompressionFiberPosition compressionFiberPosition)
: base(Material, SectionI, compressionFiberPosition)
{
this.angle = angle;
}
public ShearMemberBox(ISectionTube section, ISteelMaterial material)
{
base.material = material;
base.t_w = 2.0 * section.t_des;
base.h = section.H - 3.0 * section.t_des;
}
public BeamCopeBase(double c, double d_c, ISectionI Section, ISteelMaterial Material)
{
this.c = c;
this.d_c = d_c;
this.Section = Section;
this.Material = Material;
}
protected virtual void SetCompactness(ISectionAngle ang, ISteelMaterial Material, AngleOrientation AngleOrientation)
{
double shortLeg;
double longLeg;
if (ang.d >= ang.b)
{
longLeg = ang.d;
shortLeg = ang.b;
}
else
{
longLeg = ang.b;
shortLeg = ang.d;
}
//make differentiation based on angle orientation
if (AngleOrientation == AngleOrientation.LongLegVertical)
{
FlangeCompactness = new LegOfSingleAngle(Material, shortLeg, ang.t);
WebCompactness = new LegOfSingleAngle(Material, longLeg, ang.t);
}
else
{
FlangeCompactness = new LegOfSingleAngle(Material, longLeg, ang.t);
WebCompactness = new LegOfSingleAngle(Material, shortLeg, ang.t);
}
}
public WebOfBox(ISteelMaterial Material, ISectionBox sectionBox)
:base(Material)
{
this.SectionBox = sectionBox;
ISectionBox s = sectionBox;
this.Thickness = s.t_w;
}
public DoubleAngleMember(ISectionDoubleAngle Section, ISteelMaterial Material, AngleOrientation AngleOrientation)
: base(Section.Angle, Material, AngleOrientation)
{
}
public ShearMemberGeneral(double h, double t_w, double a, ISteelMaterial material, bool IsTeeShape = false)
{
this.t_w =t_w ;
this.h =h ;
this.material=material;
this.a = a;
this.IsTeeShape = IsTeeShape;
}
public AffectedElementInFlexure(SectionRectangular Section, ISteelMaterial Material, ICalcLog CalcLog, bool IsRolled=false)
: base(Section, Material, CalcLog)
{
this.HasHolesInTensionFlange = false;
this.A_fg = 0;
this.A_fn = 0;
this.IsRolled = IsRolled;
}
public ShearMemberCircular(double D, double t_nom, bool Is_SAW_member, double L_v, ISteelMaterial material)
{
this.D= D;
this.t_nom= t_nom;
this.Is_SAW_member= Is_SAW_member;
this.material = material;
this.L_v = L_v;
}
public WebOfSinglySymI(ISteelMaterial Material, ISectionI SectionI,
FlexuralCompressionFiberPosition compressionFiberPosition)
:base(Material,SectionI)
{
this.SectionI = SectionI;
this.compressionFiberPosition = compressionFiberPosition;
}
public FlangeOfBox(ISteelMaterial Material, ISectionBox SectionBox)
:base(Material)
{
this.SectionBox = SectionBox;
ISectionBox s = SectionBox;
IsUniformThickness = s.t_f == s.t_w ? true : false;
this.Thickness = s.t_f; //why need this?
}
public PlateProjectedFromRolledIShape(ISteelMaterial Material, ISectionRectangular s)
:base(Material)
{
double bf = s.H;
double tf=s.B;
base.Overhang = bf;
base.Thickness = tf;
}
public OutstandingLegOfAnglesWithContContact(ISteelMaterial Material, ISectionAngle s)
:base(Material)
{
double bf=s.b;
double tf=s.t;
base.Overhang = bf;
base.Thickness = tf;
}
public StemOfTee(ISteelMaterial Material, ISectionTee tee)
:base(Material)
{
this.tee = tee;
Overhang = tee.d;
base.Overhang = Overhang;
base.Thickness = tee.t_w;
}
public WallOfChs(ISteelMaterial Material, ISectionPipe SectionPipe)
:base(Material)
{
this.SectionPipe = SectionPipe;
ISectionPipe s = SectionPipe;
double td = s.t_des;
this.diameter = s.D;
this.Thickness = s.t_des;
}
public WebOfChannel(ISteelMaterial Material, ISectionChannel SectionChannel)
:base(Material)
{
this.SectionChannel = SectionChannel;
ISectionChannel s = SectionChannel;
this.Width = s.d - (2*s.k);
if (this.Width<=0)
{
throw new Exception("Clear web distance cannot be less than or equal to 0");
}
this.Thickness = s.t_w;
}
public WebOfDoublySymI(ISteelMaterial Material, ISectionI ISectionI)
:base(Material)
{
this.SectionI = ISectionI;
ISectionI s = ISectionI;
this.Width = s.h_web;
if (this.Width<=0)
{
throw new Exception("Clear web distance cannot be less than or equal to 0");
}
this.Thickness = s.t_w;
}
public FlangeOfRhs(ISteelMaterial Material, ISectionTube SectionTube, MomentAxis MomentAxis) //double OutsideCornerRadius=-1.0)
:base(Material)
{
this.SectionTube = SectionTube;
ISectionTube s = SectionTube;
double td = s.t_des;
//if (OutsideCornerRadius==-1.0)
//{
// this.Width = s.B - 3.0 * td;
//}
//else
//{
// if (OutsideCornerRadius<0)
// {
// throw new Exception("Invalid RHS corner radius. Must be over 0");
// }
// this.Width = s.B - 2.0 * OutsideCornerRadius;
//}
this.Width = GetFlangeWidth_bf(MomentAxis);
this.Thickness = td;
}
public FlangeOfChannel(ISteelMaterial Material, ISectionChannel s, ElementLocation location)
:base(Material)
{
double bf=0;
double tf=0;
switch (location)
{
case ElementLocation.Top:
bf = s.b_f;
tf = s.t_f;
break;
case ElementLocation.Bottom:
bf = s.b_f;
tf = s.t_f;
break;
default:
throw new Exception("Invalid location is specified for Channel flange");
}
base.Overhang = bf;
base.Thickness = tf;
}
public LegOfSingleAngle(ISteelMaterial Material, ISectionAngle angle, bool LongLegProjecting)
:base(Material)
{
this.angle = angle;
double VLeg = angle.d;
double HLeg = angle.b;
double LongLeg = Math.Max(VLeg, HLeg);
double ShortLeg = Math.Min(VLeg, HLeg);
if (LongLegProjecting==true)
{
Overhang = LongLeg;
}
else
{
Overhang = ShortLeg;
}
base.Overhang = Overhang;
base.Thickness = angle.t;
}
public SteelGeneralSection(ISection Section, ISteelMaterial Material)
:base(Material)
{
this.section = Section;
}
public LegOfSingleAngle(ISteelMaterial Material, double Overhang, double Thickness)
: base(Material, Overhang, Thickness)
{
}
public StemOfTee(ISteelMaterial Material, double Overhang, double Thickness)
:base(Material,Overhang,Thickness)
{
}
public FlangeOfChannel(ISteelMaterial Material, double Overhang, double Thickness)
:base(Material, Overhang,Thickness)
{
}
public SteelSectionI(ISectionI Section, ISteelMaterial Material)
:base(Material)
{
this.section = Section;
}
public CompactnessBase(ISteelMaterial Material)
{
this.material = Material;
}
public WebOfSinglySymI(ISteelMaterial Material, double Width, double Thickness,
FlexuralCompressionFiberPosition compressionFiberPosition)
:base(Material,Width,Thickness)
{
this.compressionFiberPosition = compressionFiberPosition;
}
//SteelMaterial mat
public ISteelCompressionMember GetCompressionMember(ISection Shape, ISteelMaterial mat, double L_ex, double L_ey, double L_ez, bool IsRolledShape = true)
{
return GetCompressionMember(Shape, L_ex, L_ey, L_ez, mat.YieldStress, mat.ModulusOfElasticity, IsRolledShape);
}
public SteelSectionBase(ISteelMaterial Material)
{
this.material = Material;
}
public WallOfChs(ISteelMaterial Material, double Diameter, double Thickness)
: base(Material)
{
this.diameter = Diameter;
this.Thickness = Thickness;
}
public WebOfRhs(ISteelMaterial Material, double Depth, double Thickness)
: base(Material, Depth, Thickness)
{
}
public WebOfDoublySymI(ISteelMaterial Material) : base(Material)
{
}
public AffectedElementInTension(ISection Section, ISteelMaterial Material, ICalcLog CalcLog)
: base(Section, Material, CalcLog)
{
}
public CompactnessBase(ISteelMaterial Material)
{
this.material = Material;
}
public WebOfDoublySymI(ISteelMaterial Material, double Width, double Thickness)
: base(Material, Width, Thickness)
{
}
