/// <summary>
///
/// </summary>
/// <param name="Code">Ülke kodu</param>
/// <param name="fck">Karakteristik beton basınç dayanımı (MPa)</param>
public Concrete(DesignCodes Code, double fck)
{
if (Code == DesignCodes.TS500)
{
Ecu = 0.003;
k1 = fck <= 25 ? 0.85 : Math.Max(0.85 - 0.006 * (fc - 25.00), 0.64);
beta = 0.85;
E = 3250 * Math.Sqrt(fck) + 14000;
fct = 0.35 * Math.Sqrt(fck);
fc = fck.Megapascals().TonnesForcePerSquareMeter;
fct = fct.Megapascals().TonnesForcePerSquareMeter;
E = E.Megapascals().TonnesForcePerSquareMeter;
fcd = fc / 1.5;
fctd = fct / 1.5;
}
else if (Code == DesignCodes.ACI318)
{
Ecu = 0.003;
k1 = fck <= 28 ? 0.85 : Math.Max(0.85 - 0.007 * (fc - 28.0), 0.65);
beta = 0.85;
E = 4700 * Math.Sqrt(fck);
fct = 0.25 * Math.Sqrt(fck);
fc = fck.Megapascals().TonnesForcePerSquareMeter;
fct = fct.Megapascals().TonnesForcePerSquareMeter;
E = E.Megapascals().TonnesForcePerSquareMeter;
fcd = fc;
fctd = fct;
}
}
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 double CalculateActualPhi(DesignCodes code, double MaxStrain)
{
switch (code)
{
case DesignCodes.TS500:
return(1.0);
case DesignCodes.ACI318:
if (MaxStrain <= 0.002)
{
return(phiC);
}
else
{
if (MaxStrain >= 0.005)
{
return(phiB);
}
else
{
return(phiC + (phiB - phiC) * (MaxStrain - 0.002) / 0.003);
}
}
default:
return(1.00);
}
}
public GenelBilgiWnd()
{
InitializeComponent();
DataContext = Application.Current.MainWindow.DataContext;
ReportTitle = ((AppFileTemplate)DataContext).ReportTitle;
DiagramTitle = ((AppFileTemplate)DataContext).Title;
DiagramSubTitle = ((AppFileTemplate)DataContext).SubTitle;
Code = ((AppFileTemplate)DataContext).Code;
}
/// <summary>
///
/// </summary>
/// <param name="fyk">Karakteristik akma dayanımı</param>
public Steel(DesignCodes Code, double fyk)
{
if (Code == DesignCodes.TS500)
{
E = 200000.Megapascals().TonnesForcePerSquareMeter;
fy = fyk.Megapascals().TonnesForcePerSquareMeter;
fyd = fy / 1.15;
Ey = fy / E;
Eyd = fyd / E;
}
else if (Code == DesignCodes.ACI318)
{
E = 200000.Megapascals().TonnesForcePerSquareMeter;
fy = fyk.Megapascals().TonnesForcePerSquareMeter;
fyd = fy;
Ey = fy / E;
Eyd = fyd / E;
}
}
