private Stirrups CreateStirrups(int i)
{
Stirrups stirrups;
if (i == 1)
{
stirrups = new Stirrups(
int.Parse(textBox_legs_1.Text),
double.Parse(comboBox_diameter_AsStir_1.Text),
new Steel((Steel.classes)comboBox_Steel_1.SelectedIndex),
double.Parse(textBox_stir_spacing_1.Text),
double.Parse(textBox_stir_angle_1.Text)
);
}
else if (i == 2)
{
stirrups = new Stirrups(
int.Parse(textBox_legs_2.Text),
double.Parse(comboBox_diameter_AsStir_2.Text),
new Steel((Steel.classes)comboBox_Steel_2.SelectedIndex),
double.Parse(textBox_stir_spacing_2.Text),
double.Parse(textBox_stir_angle_2.Text)
);
}
else
{
stirrups = null;
}
return(stirrups);
}
///koniec kontrola wprowadzania danych
//PRZYCISKI
private void Button_UpdateGraph_Click(object sender, RoutedEventArgs e)
{
section1 = CreateSection(1);
section2 = CreateSection(2);
stirrups1 = CreateStirrups(1);
stirrups2 = CreateStirrups(2);
CalcCurves();
Refresh_ULS_MN_Graph();
Refresh_ULS_VN_Graph();
Refresh_SLS_Crack_Graph();
Refresh_SLS_Stresses_Graph();
ShowToUpdate();
}
public override bool Equals(Object obj)
{
Stirrups other = obj as Stirrups;
if (this.Legs == other.Legs &&
this.Fi == other.Fi &&
Equals(this.CurrentSteel, other.CurrentSteel) &&
this.Swd == other.Swd &&
this.Alfa == other.Alfa)
{
return(true);
}
else
{
return(false);
}
}
/// <summary>
/// Konstruktor przekroju na podstawie ilości prętów zbrojenia w przekroju
/// </summary>
/// <param name="concrete">Obiekt reprezentujący klasę betonu dla przekroju</param>
/// <param name="steel">Obiekt reprezentujący klasę stali zbrojeniowej w przekroju</param>
/// <param name="b">Szerokość przekroju w milimetrach</param>
/// <param name="h">Wysokość przekroju w milimetrach</param>
/// <param name="fi1">Średnica zbrojenia As1 w mm</param>
/// <param name="noOfBars1">Ilość prętów zbrojenia As1 w sztukach (liczba całkowita)</param>
/// <param name="c1">Otulina zbrojenia As1 w mm</param>
/// <param name="fi2">Średnica zbrojenia As2 w mm</param>
/// <param name="noOfBars2">Ilość prętów zbrojenia As2 w sztukach (liczba całkowita)</param>
/// <param name="c2">Otulina zbrojenia As2 w mm</param>
public RectangleSection(Concrete concrete, Steel steel, double b, double h, double fi1, int noOfBars1, double c1, double fi2, int noOfBars2, double c2, Stirrups stirrups)
{
this.B = b;
this.H = h;
this.Fi1 = fi1;
this.C1 = c1;
this.Fi2 = fi2;
this.C2 = c2;
this.Spacing1 = (b - 2 * c1 - fi1) / (noOfBars1 - 1);
this.Spacing2 = (b - 2 * c2 - fi2) / (noOfBars2 - 1);
CurrentConcrete = concrete;
CurrentSteel = steel;
A1 = c1 + 0.5 * fi1;
A2 = c2 + 0.5 * fi2;
if (fi1 == 0 || noOfBars1 == 0)
{
c1 = 0;
A1 = 0;
As1 = 0.000000001;
}
else
{
As1 = (fi1 / 2) * (fi1 / 2) * Math.PI * noOfBars1;
A1 = c1 + 0.5 * fi1;
}
if (fi2 == 0 || noOfBars2 == 0)
{
A2 = 0;
c2 = 0;
As2 = 0.000000001;
}
else
{
As2 = (fi2 / 2) * (fi2 / 2) * Math.PI * noOfBars2;
A2 = c2 + 0.5 * fi2;
}
SetCreepFactor(0);
MyStirrups = stirrups;
}
/// <summary>
/// Konstruktor przekroju na podstawie rozstawu zbrojenia
/// </summary>
/// <param name="concrete">Obiekt reprezentujący klasę betonu dla przekroju</param>
/// <param name="steel">Obiekt reprezentujący klasę stali zbrojeniowej w przekroju</param>
/// <param name="b">Szerokość przekroju w milimetrach</param>
/// <param name="h">Wysokość przekroju w milimetrach</param>
/// <param name="fi1">Średnica zbrojenia As1 w mm</param>
/// <param name="spacing1">Rozstaw prętów zbrojenia As1 w mm</param>
/// <param name="c1">Otulina zbrojenia As1 w mm</param>
/// <param name="fi2">Średnica zbrojenia As2 w mm</param>
/// <param name="spacing2">Rozstaw prętów zbrojenia As2 w mm</param>
/// <param name="c2">Otulina zbrojenia As2 w mm</param>
public RectangleSection(Concrete concrete, Steel steel, double b, double h, double fi1, double spacing1, double c1, double fi2, double spacing2, double c2, Stirrups stirrups)
{
this.B = b;
this.H = h;
this.Fi1 = fi1;
this.C1 = c1;
this.Spacing1 = spacing1;
this.Fi2 = fi2;
this.C2 = c2;
this.Spacing2 = spacing2;
CurrentConcrete = concrete;
CurrentSteel = steel;
if (fi1 == 0)
{
c1 = 0;
A1 = 0;
As1 = 0.000000001;
}
else
{
As1 = (fi1 / 2) * (fi1 / 2) * Math.PI * b / spacing1;
A1 = c1 + 0.5 * fi1;
}
if (fi2 == 0)
{
A2 = 0;
c2 = 0;
As2 = 0.000000001;
}
else
{
As2 = (fi2 / 2) * (fi2 / 2) * Math.PI * b / spacing2;
A2 = c2 + 0.5 * fi2;
}
SetCreepFactor(0);
MyStirrups = stirrups;
}
RectangleSection(Concrete concrete, Steel steel, double b, double h, double fi1, double spacing1, double c1, double As1, double fi2, double spacing2, double c2, double As2, Stirrups stirrups, double fi)
{
this.B = b;
this.H = h;
this.Fi1 = fi1;
this.C1 = c1;
this.Spacing1 = spacing1;
this.Fi2 = fi2;
this.C2 = c2;
this.Spacing2 = spacing2;
CurrentConcrete = concrete;
CurrentSteel = steel;
this.As1 = As1;
this.As2 = As2;
if (As1 == 0)
{
c1 = 0;
A1 = 0;
}
else
{
A1 = c1 + 0.5 * fi1;
}
if (As2 == 0)
{
A2 = 0;
c2 = 0;
}
else
{
A2 = c2 + 0.5 * fi2;
}
SetCreepFactor(fi);
MyStirrups = stirrups;
}
private void ReadFromInstance(SavedFile instance)
{
section1 = instance.section1;
section2 = instance.section2;
stirrups1 = instance.stirrups1;
stirrups2 = instance.stirrups2;
textBox_height_1.Text = instance.section1_h;
textBox_height_2.Text = instance.section2_h;
textBox_width_1.Text = instance.section1_b;
textBox_width_2.Text = instance.section2_b;
textBox_cover_As1_1.Text = instance.section1_c1;
textBox_cover_As2_1.Text = instance.section1_c2;
textBox_cover_As1_2.Text = instance.section2_c1;
textBox_cover_As2_2.Text = instance.section2_c2;
comboBox_diameter_As1_1.SelectedIndex = instance.diameter_As1_1;
comboBox_diameter_As2_1.SelectedIndex = instance.diameter_As2_1;
comboBox_diameter_As1_2.SelectedIndex = instance.diameter_As1_2;
comboBox_diameter_As2_2.SelectedIndex = instance.diameter_As2_2;
comboBox_As1_spac_no_1.SelectedIndex = instance.section1_As1_noOfBars;
comboBox_As2_spac_no_1.SelectedIndex = instance.section1_As2_noOfBars;
comboBox_As1_spac_no_2.SelectedIndex = instance.section2_As1_noOfBars;
comboBox_As2_spac_no_2.SelectedIndex = instance.section2_As2_noOfBars;
textBox_spac_no_As1_1.Text = instance.spac_no_As1_1;
textBox_spac_no_As2_1.Text = instance.spac_no_As2_1;
textBox_spac_no_As1_2.Text = instance.spac_no_As1_2;
textBox_spac_no_As2_2.Text = instance.spac_no_As2_2;
comboBox_Concrete_1.SelectedIndex = instance.concrete1;
comboBox_Concrete_2.SelectedIndex = instance.concrete2;
comboBox_Steel_1.SelectedIndex = instance.steel1;
comboBox_Steel_2.SelectedIndex = instance.steel2;
comboBox_DesignSituation_1.SelectedIndex = instance.section1DS;
comboBox_DesignSituation_2.SelectedIndex = instance.section2DS;
comboBox_diameter_AsStir_1.SelectedIndex = instance.diameter_stir_s1;
comboBox_diameter_AsStir_2.SelectedIndex = instance.diameter_stir_s2;
textBox_legs_1.Text = instance.legs_stir_s1;
textBox_legs_2.Text = instance.legs_stir_s2;
textBox_stir_spacing_1.Text = instance.spacing_stir_s1;
textBox_stir_spacing_2.Text = instance.spacing_stir_s2;
textBox_stir_angle_1.Text = instance.angle_stir_s1;
textBox_stir_angle_2.Text = instance.angle_stir_s2;
tabSLS_ConcreteStress = instance.tabSLS_ConcreteStress;
tabSLS_SteelStress = instance.tabSLS_SteelStress;
tabVRd1 = instance.tabVRd1;
tabVRdc1 = instance.tabVRdc1;
tabSLS_NonCrack = instance.tabSLS_NonCrack;
tabSLS_Crack = instance.tabSLS_Crack;
tab1_ULS = instance.tab1_ULS;
tab2_ULS = instance.tab2_ULS;
points_MN = instance.points_MN;
points_VN = instance.points_VN;
points_SLS_QPR = instance.points_SLS_QPR;
points_SLS_CHR = instance.points_SLS_CHR;
textBox_creep1.Text = instance.creep1.ToString();
textBox_creep2.Text = instance.creep2.ToString();
}