public static Dictionary <string, object> BasePlateBearingStrength(BasePlateShapeObject BasePlateShape, string Code = "AISC360-10")
{
//Default values
double phiP_p = 0;
//Calculation logic:
phiP_p = BasePlateShape.Plate.GetphiP_p();
return(new Dictionary <string, object>
{
{ "phiP_p", phiP_p }
});
}
public static Dictionary<string, object> BasePlateBearingStrength(BasePlateShapeObject BasePlateShape, string Code = "AISC360-10")
{
//Default values
double phiP_p = 0;
//Calculation logic:
phiP_p = BasePlateShape.Plate.GetphiP_p();
return new Dictionary<string, object>
{
{ "phiP_p", phiP_p }
};
}
public static Dictionary<string, object> ConcentricallyLoadedBasePlateMinimumThickness(BasePlateShapeObject BasePlateShape, double P_u, string Code = "AISC360-10")
{
//Default values
double t_min = 0;
//Calculation logic:
BasePlateConcentricallyLoaded bp = new BasePlateConcentricallyLoaded(BasePlateShape.Plate);
t_min = bp.GetMinimumThicknessConcentricLoad(P_u);
return new Dictionary<string, object>
{
{ "t_min", t_min }
};
}
public static Dictionary<string, object> TensionLoadedBasePlateMinimumThickness(BasePlateShapeObject BasePlateShape, double T_uAnchor, double x_anchor, double b_effPlate
, string Code = "AISC360-10")
{
//Default values
double t_min = 0;
//Calculation logic:
BasePlateTensionLoaded bp = new BasePlateTensionLoaded(BasePlateShape.Plate);
t_min = bp.GetMinimumBasePlateBasedOnBoltTension(T_uAnchor, x_anchor, b_effPlate);
return new Dictionary<string, object>
{
{ "t_min", t_min }
};
}
public static Dictionary<string, object> EccentricallyLoadedBasePlateMinimumThickness(BasePlateShapeObject BasePlateShape, double P_u, double M_u, string BendingAxis, double f_anchor
, string Code = "AISC360-10")
{
//Default values
double t_min = 0;
Wosad.Steel.AISC.BendingAxis axis;
bool IsValidAxisString = Enum.TryParse(BendingAxis, true, out axis);
if (IsValidAxisString == false)
{
throw new Exception("Failed to convert string. Specify X or Y axis. Please check input");
}
//Calculation logic:
BasePlateEccentricallyLoaded bp = new BasePlateEccentricallyLoaded(BasePlateShape.Plate);
t_min = bp.GetMinimumThicknessEccentricLoadStrongAxis(P_u, M_u, axis, f_anchor);
return new Dictionary<string, object>
{
{ "t_min", t_min }
};
}
public static Dictionary <string, object> TensionLoadedBasePlateMinimumThickness(BasePlateShapeObject BasePlateShape, double T_uAnchor, double x_anchor, double b_effPlate
, string Code = "AISC360-10")
{
//Default values
double t_min = 0;
//Calculation logic:
BasePlateTensionLoaded bp = new BasePlateTensionLoaded(BasePlateShape.Plate);
t_min = bp.GetMinimumBasePlateBasedOnBoltTension(T_uAnchor, x_anchor, b_effPlate);
return(new Dictionary <string, object>
{
{ "t_min", t_min }
});
}
public static Dictionary <string, object> EccentricallyLoadedBasePlateMinimumThickness(BasePlateShapeObject BasePlateShape, double P_u, double M_u, string BendingAxis = "Major", double f_anchor = 14
, string Code = "AISC360-10")
{
//Default values
double t_min = 0;
Kodestruct.Steel.AISC.BendingAxis axis;
bool IsValidAxisString = Enum.TryParse(BendingAxis, true, out axis);
if (IsValidAxisString == false)
{
throw new Exception("Failed to convert string. Specify X or Y axis. Please check input");
}
//Calculation logic:
BasePlateEccentricallyLoaded bp = new BasePlateEccentricallyLoaded(BasePlateShape.Plate);
t_min = bp.GetMinimumThicknessEccentricLoadStrongAxis(P_u, M_u, axis, f_anchor);
return(new Dictionary <string, object>
{
{ "t_min", t_min }
});
}
public static Dictionary <string, object> ConcentricallyLoadedBasePlateMinimumThickness(BasePlateShapeObject BasePlateShape, double P_u, string Code = "AISC360-10")
{
//Default values
double t_min = 0;
//Calculation logic:
BasePlateConcentricallyLoaded bp = new BasePlateConcentricallyLoaded(BasePlateShape.Plate);
t_min = bp.GetMinimumThicknessConcentricLoad(P_u);
return(new Dictionary <string, object>
{
{ "t_min", t_min }
});
}