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 } }); }