public MainViewModel()
{
DesignCodes code = DesignCodes.ACI318;
List <ReinforcingBar> ReinforcingBars = new List <ReinforcingBar>();
ReinforcingBars.Add(new ReinforcingBar(15.00 * 0.01 * 0.01, 0.085));
ReinforcingBars.Add(new ReinforcingBar(25.00 * 0.01 * 0.01, 0.29));
//ReinforcingBars.Add(new ReinforcingBar(15.00 * 0.01 * 0.01, 0.05));
//ReinforcingBars.Add(new ReinforcingBar(15.00 * 0.01 * 0.01, 0.30));
EtkilesimDiyagramHazirlama diagram = new EtkilesimDiyagramHazirlama();
diagram.ShowAllDiagram = true;
diagram.ShowNominalDiagram = true;
diagram.Code = code;
diagram.SectionGeometry = new RectangularSection(1.00, 0.35, 0.06, 0.085);
diagram.StrengthReductionFactor = new StrengthReductionFactor(0.80, 0.90, 0.65);
//diagram.StrengthReductionFactor = new StrengthReductionFactor(1.00, 1.00, 1.00);
diagram.Concrete = new Concrete(code, 25.0);
diagram.Steel = new Steel(code, 420);
diagram.ReinforcingBars = ReinforcingBars;
//System.Diagnostics.Debug.WriteLine(rcTmp.NominalPmin());
//System.Diagnostics.Debug.WriteLine(rcTmp.NominalMmin());
// Axes are created automatically if they are not defined
// Set the Model property, the INotifyPropertyChanged event will make the WPF Plot control update its content
this.Model = diagram.CreateModel();
}
public PlotModel GetModel()
{
EtkilesimDiyagramHazirlama diagram = new EtkilesimDiyagramHazirlama();
diagram.ShowAllDiagram = ShowAllDiagram;
diagram.ShowRightDiagram = ShowRightDiagram;
diagram.ShowLeftDiagram = ShowLeftDiagram;
diagram.ShowNominalDiagram = ShowNominalDiagram;
diagram.ShowGridLines = ShowGridLines;
diagram.ShowLoads = ShowLoads;
diagram.Code = Code;
diagram.Title = Title;
diagram.SubTitle = SubTitle;
diagram.ShowTitle = ShowTitle;
diagram.SectionGeometry = MetrikKesitGeometri();
diagram.StrengthReductionFactor = new StrengthReductionFactor(PhiA, PhiB, PhiC);
diagram.Concrete = Beton();
diagram.Steel = DonatiCeligi();
diagram.ReinforcingBars = MetrikDonatiKatmanBilgi();
diagram.Loads = (List <Load>)Loads.Clone();
PlotModel model = diagram.CreateModel();
Pmax = diagram.Pmax;
Pmin = diagram.Pmin;
ActualPmax = diagram.ActualPmax;
return(model);
}
public List <InteractionDiagramItem> GetItems()
{
EtkilesimDiyagramHazirlama diagram = new EtkilesimDiyagramHazirlama();
diagram.Code = Code;
diagram.SectionGeometry = MetrikKesitGeometri();
diagram.StrengthReductionFactor = new StrengthReductionFactor(PhiA, PhiB, PhiC);
diagram.Concrete = Beton();
diagram.Steel = DonatiCeligi();
diagram.ReinforcingBars = MetrikDonatiKatmanBilgi();
return(diagram.CreateInteractionDiagram());
}
