public ReinforcedSectionTwoWayShear(IConcreteMaterial Material, IRebarMaterial Rebar, PunchingPerimeterData Perimeter, double A_v, double s, PunchingReinforcementType PunchingReinforcementType) { this.Material = Material; this.Perimeter = Perimeter; this.Rebar = Rebar; this.A_v = A_v; this.s = s; this.PunchingReinforcementType = PunchingReinforcementType; }
/// <summary> /// Two-way shear section (constructor used for stress calculation) /// </summary> /// <param name="Material">Concrete material</param> /// <param name="Perimeter">Shear perimeter</param> /// <param name="d">Effective slab section</param> /// <param name="c_x">Column dimension (along X axis)</param> /// <param name="c_y">Column dimension (along Y axis)</param> /// <param name="ColumnType">Identifies if the column is located at the interior, slab edge, or slab corner</param> /// <param name="AtColumnFace">Identifies if the section is adjacent to column face (typical) or away from column face (as is the case with shear studs away from the face)</param> public ConcreteSectionTwoWayShear(IConcreteMaterial Material, PunchingPerimeterData Perimeter, double d, double c_x, double c_y, PunchingPerimeterConfiguration ColumnType, bool AtColumnFace = true) { this.Material = Material; this.Segments = Perimeter.Segments; this.d = d; this.c_x = c_x; this.c_y = c_y; this.ColumnType = ColumnType; this.ColumnCenter = Perimeter.ColumnCentroid; this.AtColumnFace = AtColumnFace; cen = PunchingPerimeterCentroid; CalculatePerimeterProperties(); }
/// <summary> /// Two-way shear section (constructor used for stress calculation) /// </summary> /// <param name="Perimeter">Shear perimeter</param> /// <param name="d">Effective slab section</param> /// <param name="c_x">Column dimension (along X axis)</param> /// <param name="c_y">Column dimension (along Y axis)</param> /// <param name="ColumnType">Identifies if the column is located at the interior, slab edge, or slab corner</param> /// <param name="AtColumnFace">Identifies if the section is adjacent to column face (typical) or away from column face (as is the case with shear studs away from the face)</param> public ConcreteSectionTwoWayShear(PunchingPerimeterData Perimeter, double d, double c_x, double c_y, PunchingPerimeterConfiguration ColumnType, bool AtColumnFace = true) : this(null, Perimeter, d, c_x, c_y, ColumnType, AtColumnFace) { }