public static Dictionary<string, object> YAxisProperties(string SteelShapeId)
{
//Default values
double y_e = 0;
double y_p = 0;
double I_y = 0;
double Z_y = 0;
double S_y = 0;
double r_y = 0;
//Calculation logic:
CalcLog cl = new CalcLog();
AiscCatalogShape shape = new AiscCatalogShape(SteelShapeId, cl);
y_e = shape.y;
y_p = shape.yp;
I_y = shape.Iy;
Z_y = shape.Zy;
S_y = shape.Sy;
r_y = shape.ry;
return new Dictionary<string, object>
{
{ "y_e", y_e }
,{ "y_p", y_p }
,{ "I_y", I_y }
,{ "Z_y", Z_y }
,{ "S_y", S_y }
,{ "r_y", r_y }
};
}
public static Dictionary <string, object> XAxisProperties(string SteelShapeId)
{
//Default values
double x_e = 0;
double x_p = 0;
double I_x = 0;
double Z_x = 0;
double S_x = 0;
double r_x = 0;
//Calculation logic:
CalcLog cl = new CalcLog();
SteelShapeId = SteelShapeId.ToUpper();
AiscCatalogShape shape = new AiscCatalogShape(SteelShapeId, cl);
x_e = shape.x;
x_p = shape.xp;
I_x = shape.Ix;
Z_x = shape.Zx;
S_x = shape.Sx;
r_x = shape.rx;
return(new Dictionary <string, object>
{
{ "x_e", x_e }
, { "x_p", x_p }
, { "I_x", I_x }
, { "Z_x", Z_x }
, { "S_x", S_x }
, { "r_x", r_x }
});
}
public static Dictionary<string, object> XAxisProperties(string SteelShapeId)
{
//Default values
double x_e = 0;
double x_p = 0;
double I_x = 0;
double Z_x = 0;
double S_x = 0;
double r_x = 0;
//Calculation logic:
CalcLog cl = new CalcLog();
AiscCatalogShape shape = new AiscCatalogShape(SteelShapeId, cl);
x_e = shape.x;
x_p = shape.xp;
I_x = shape.Ix;
Z_x = shape.Zx;
S_x = shape.Sx;
r_x = shape.rx;
return new Dictionary<string, object>
{
{ "x_e", x_e }
,{ "x_p", x_p }
,{ "I_x", I_x }
,{ "Z_x", Z_x }
,{ "S_x", S_x }
,{ "r_x", r_x }
};
}
public static Dictionary <string, object> YAxisProperties(string SteelShapeId)
{
//Default values
double y_e = 0;
double y_p = 0;
double I_y = 0;
double Z_y = 0;
double S_y = 0;
double r_y = 0;
//Calculation logic:
CalcLog cl = new CalcLog();
SteelShapeId = SteelShapeId.ToUpper();
AiscCatalogShape shape = new AiscCatalogShape(SteelShapeId, cl);
y_e = shape.y;
y_p = shape.yp;
I_y = shape.Iy;
Z_y = shape.Zy;
S_y = shape.Sy;
r_y = shape.ry;
return(new Dictionary <string, object>
{
{ "y_e", y_e }
, { "y_p", y_p }
, { "I_y", I_y }
, { "Z_y", Z_y }
, { "S_y", S_y }
, { "r_y", r_y }
});
}
public static Dictionary <string, object> ShapeDetailingParameters(string SteelShapeId)
{
//Default values
double WG = 0;
double T = 0;
double k_det = 0;
//Calculation logic
CalcLog cl = new CalcLog();
SteelShapeId = SteelShapeId.ToUpper();
AiscCatalogShape shape = new AiscCatalogShape(SteelShapeId, cl);
WG = shape.WG;
T = shape.T;
k_det = shape.k_det;
return(new Dictionary <string, object>
{
{ "WG", WG }
, { "T", T }
, { "k_det", k_det }
});
}
public PredefinedSectionCHS(AiscCatalogShape section)
: base(section)
{
this._D = section.OD;
this._t = section.tnom;
this._t_des = section.tdes;
OverrideCentroids();
}
public PredefinedSectionRHS(AiscCatalogShape section)
: base(section)
{
this._B = section.B;
this._H = section.H;
this._t_des = section.tdes;
this._t_nom = section.tnom;
OverrideCentroids();
}
public PredefinedSectionI(AiscCatalogShape section)
: base(section)
{
this._d = section.d;
this._bf = section.bf;
this._tf = section.tf;
this._t_w = section.tw;
this._k = section.kdes;
s = section;
OverrideCentroids();
}
public PredefinedSectionChannel(AiscCatalogShape section)
: base(section)
{
s = section;
this._d = section.d;
this._b_f = section.bf;
this._t_f = section.tf;
this._t_w = section.tw;
this._k = section.kdes;
OverrideCentroids();
}
public PredefinedSectionAngle(AiscCatalogShape section, AngleOrientation AngleOrientation, AngleRotation AngleRotation)
: base(section)
{
//this._d = section.d;
//this._b = section.b;
Set_b_and_d(section.d, section.b, AngleOrientation);
this._t = section.t;
this.AngleOrientation = AngleOrientation;
this.AngleRotation = AngleRotation;
}
public static Dictionary <string, object> ShapeBasicGeometricProperties(string SteelShapeId)
{
//Default values
double d = 0;
double b = 0;
double b_f = 0;
double t_f = 0;
double t_w = 0;
double k = 0;
double D = 0;
double B = 0;
double H = 0;
double t = 0;
double t_nom = 0;
double t_des = 0;
double A = 0;
//Calculation logic
CalcLog cl = new CalcLog();
SteelShapeId = SteelShapeId.ToUpper();
AiscCatalogShape shape = new AiscCatalogShape(SteelShapeId, cl);
d = shape.d;
b_f = shape.bf;
t_f = shape.tf;
t_w = shape.tw;
k = shape.kdes;
D = shape.OD;
b = shape.b;
B = shape.B;
H = shape.Ht;
t = shape.t;
t_nom = shape.tnom;
t_des = shape.tdes;
A = shape.A;
return(new Dictionary <string, object>
{
{ "d", d }
, { "b_f", b_f }
, { "t_f", t_f }
, { "t_w", t_w }
, { "k", k }
, { "D", D }
, { "B", B }
, { "H", H }
, { "t", t }
, { "t_nom", t_nom }
, { "t_des", t_des }
, { "b", b }
, { "A", A }
});
}
public static Dictionary<string, object> ShapeBasicGeometricProperties(string SteelShapeId)
{
//Default values
double d = 0;
double b= 0;
double b_f = 0;
double t_f = 0;
double t_w = 0;
double k = 0;
double D = 0;
double B = 0;
double H = 0;
double t = 0;
double t_nom = 0;
double t_des = 0;
double A = 0;
//Calculation logic
CalcLog cl = new CalcLog();
AiscCatalogShape shape = new AiscCatalogShape(SteelShapeId, cl);
d = shape.d;
b_f = shape.bf;
t_f = shape.tf;
t_w = shape.tw;
k = shape.kdes;
D = shape.OD;
b = shape.b;
B = shape.B;
H = shape.Ht;
t = shape.t;
t_nom = shape.tnom;
t_des = shape.tdes;
A = shape.A;
return new Dictionary<string, object>
{
{ "d", d }
,{ "b_f", b_f }
,{ "t_f", t_f }
,{ "t_w", t_w }
,{ "k", k }
,{ "D", D }
,{ "B", B }
,{ "H", H }
,{ "t", t }
,{ "t_nom", t_nom }
,{ "t_des", t_des }
,{ "b", b }
,{ "A", A }
};
}
public static Dictionary <string, object> TorsionalProperties(string SteelShapeId)
{
//Default values
double J = 0;
double C = 0;
double C_w = 0;
double W_no = 0;
double S_w1 = 0;
double S_w2 = 0;
double S_w3 = 0;
double Q_fl = 0;
double Q_w = 0;
//Calculation logic:
CalcLog cl = new CalcLog();
SteelShapeId = SteelShapeId.ToUpper();
AiscCatalogShape shape = new AiscCatalogShape(SteelShapeId, cl);
J = shape.J;
C = shape.C;
C_w = shape.Cw;
C_w = shape.Cw;
W_no = shape.Wno;
S_w1 = shape.Sw1;
S_w2 = shape.Sw2;
S_w3 = shape.Sw3;
Q_fl = shape.Qf;
Q_w = shape.Qw;
return(new Dictionary <string, object>
{
{ "J", J }
, { "C", C }
, { "C_w", C_w }
, { "W_no", W_no }
, { "S_w1", S_w1 }
, { "S_w2", S_w2 }
, { "S_w3", S_w3 }
, { "Q_fl", Q_fl }
, { "Q_w", Q_w }
});
}
public static Dictionary<string, object> TorsionalProperties(string SteelShapeId)
{
//Default values
double J = 0;
double C = 0;
double C_w = 0;
double W_no = 0;
double S_w1 = 0;
double S_w2 = 0;
double S_w3 = 0;
double Q_fl = 0;
double Q_w = 0;
//Calculation logic:
CalcLog cl = new CalcLog();
AiscCatalogShape shape = new AiscCatalogShape(SteelShapeId, cl);
J = shape.J;
C = shape.C;
C_w = shape.Cw;
C_w =shape.Cw;
W_no =shape.Wno;
S_w1 =shape.Sw1;
S_w2 =shape.Sw2;
S_w3 =shape.Sw3;
Q_fl =shape.Qf;
Q_w = shape.Qw;
return new Dictionary<string, object>
{
{ "J", J }
,{ "C", C }
,{ "C_w", C_w }
,{ "W_no", W_no }
,{ "S_w1", S_w1 }
,{ "S_w2", S_w2 }
,{ "S_w3", S_w3 }
,{ "Q_fl", Q_fl }
,{ "Q_w", Q_w }
};
}
public static Dictionary <string, object> StandardShapeWeightPerFoot(string SteelShapeId)
{
//Default values
double W = 0;
//Calculation logic:
CalcLog cl = new CalcLog();
SteelShapeId = SteelShapeId.ToUpper();
AiscCatalogShape shape = new AiscCatalogShape(SteelShapeId, cl);
W = shape.W;
return(new Dictionary <string, object>
{
{ "W", W }
});
}
public ISection GetShape(string ShapeId, ShapeTypeSteel shapeType, AngleOrientation AngleOrientation = AngleOrientation.LongLegVertical, AngleRotation AngleRotation = AngleRotation.FlatLegBottom)
{
string DEFAULT_EXCEPTION_STRING = "Selected shape is not supported. Specify a different shape.";
AiscCatalogShape cs = new AiscCatalogShape(ShapeId,null);
CalcLog log = new CalcLog();
ISection sec = null;
switch (shapeType)
{
case ShapeTypeSteel.IShapeRolled:
sec = new PredefinedSectionI(cs);
break;
case ShapeTypeSteel.IShapeBuiltUp:
throw new Exception(DEFAULT_EXCEPTION_STRING);
break;
case ShapeTypeSteel.Channel:
sec = new PredefinedSectionChannel(cs);
break;
case ShapeTypeSteel.Angle:
sec = new PredefinedSectionAngle(cs, AngleOrientation,AngleRotation);
break;
case ShapeTypeSteel.TeeRolled:
throw new Exception(DEFAULT_EXCEPTION_STRING);
break;
case ShapeTypeSteel.TeeBuiltUp:
throw new Exception(DEFAULT_EXCEPTION_STRING);
break;
case ShapeTypeSteel.DoubleAngle:
throw new Exception(DEFAULT_EXCEPTION_STRING);
break;
case ShapeTypeSteel.CircularHSS:
sec = new PredefinedSectionCHS(cs);
break;
case ShapeTypeSteel.RectangularHSS:
sec = new PredefinedSectionRHS(cs);
break;
case ShapeTypeSteel.Box:
throw new Exception(DEFAULT_EXCEPTION_STRING);
break;
case ShapeTypeSteel.Rectangular:
throw new Exception(DEFAULT_EXCEPTION_STRING);
break;
case ShapeTypeSteel.Circular:
throw new Exception(DEFAULT_EXCEPTION_STRING);
break;
case ShapeTypeSteel.IShapeAsym:
throw new Exception(DEFAULT_EXCEPTION_STRING);
break;
default:
break;
}
return sec;
}