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)
{
}
