public AffectedElementInFlexure(SectionOfPlateWithHoles Section, ISteelMaterial Material, ICalcLog CalcLog, bool IsRolled = false)
: base(Section, Material, CalcLog)
{
this.HasHolesInTensionFlange = false;
this.A_fg = 0;
this.A_fn = 0;
this.IsRolled = IsRolled;
}
internal SectionOfPlateWithHoles(double t_p, double d_p, double N_rows, double d_hole, double l_edgeTop, double l_edgeBottom)
{
ISection pl = new ds.SectionOfPlateWithHoles("", t_p,d_p,N_rows,d_hole,l_edgeTop,l_edgeBottom, new dm.Point2D(0,0));
Section = pl;
}
