private void ButtonZginanieObliczenia_Click(object sender, EventArgs e)
{
//otrzymanie wartości z pól
var b = double.Parse(TextBoxBendingB.Text);
var h = double.Parse(TextBoxBendingH.Text);
var a = double.Parse(TextBoxBendingA.Text);
var m = Math.Abs(double.Parse(TextBoxBendingM.Text));
string nameConcrete = ComboBoxBendingConcrete.Text;
string nameSteele = ComboBoxBendingSteele.Text;
double d, fck, fcd, fyd, fyk, fctm, pow, ni, f, asmax, asmin;
double as1, as2;
string warning;
d = (h - a);
pow = b * h / 100;
//Obiekty betonu i stali oraz parametry
var concrete = new ConcreteProps(nameConcrete);
var steele = new SteeleProps(nameSteele);
//wytrzymalosci dla betonu betonu
var concretePropResult = concrete.ConcretePropResult();
fctm = concretePropResult.Fctm;
fck = concretePropResult.Fck;
//wytrzymalosci dla stali
var steelePropResult = steele.StleelePropResult();
fyk = steelePropResult.Fyk;
fcd = Math.Round((fck / 1.4), 2);
fyd = Math.Round((fyk / 1.15), 2);
//obiekty BeamBend
BeamBendCalculation bbc = new BeamBendCalculation();
BeamBendResults result = bbc.Calculate(m, b, d, a, 1, fcd, fyd);
as1 = result.As1;
as2 = result.As2;
ni = result.Ni;
f = result.ZasiegStrefySciskanej;
warning = result.Warning;
asmin = bbc.CalculationAsmin(b, d, fctm, fyk);
asmax = bbc.CalculationAsmax(b, d);
labelBendingFcd.Text = fcd + "";
labelBendingFyd.Text = fyd + "";
labelBendingAmin.Text = asmin + "";
labelBendingAmax.Text = asmax + "";
labelBendingD.Text = d + "";
labelBendingA.Text = pow + "";
labelBendingN.Text = ni + "";
labelBendingF.Text = f + "";
labelBendingAs1.Text = as1 + "";
labelBendingAs2.Text = as2 + "";
labelBendingWarning.Text = warning;
}
private void ButtonScinanieObliczenia_Click(object sender, EventArgs e)
{
//otrzymanie wartości z pól
var b = double.Parse(TextBoxShearB.Text);
var h = double.Parse(TextBoxShearH.Text);
var a = double.Parse(TextBoxShearA.Text);
var aS = double.Parse(TextBoxShearAs.Text);
var v = Math.Abs(double.Parse(TextBoxShearV.Text));
var n = double.Parse(ComboBoxShearN.Text);
var fi = double.Parse(ComboBoxShearFi.Text);
string nameConcrete = ComboBoxShearConcrete.Text;
string nameSteele = ComboBoxShearSteele.Text;
double d, pow, powAs, fck, fcd, fyd, fyk, fctm;
double vRdc, vRds, vRdmax, roStrzemion, roMin, sRozstawFloor;
//string warning;
var ctgt = 1; // Cotangens teta od 1 do 2
d = (h - a);
pow = b * h / 100;
powAs = Math.Round((fi * fi * 3.14 / 400), 3);
d = (h - a);
pow = b * h / 100;
//Obiekty betonu i stali oraz parametry
var concrete = new ConcreteProps(nameConcrete);
var steele = new SteeleProps(nameSteele);
//wytrzymalosci dla betonu betonu
var concretePropResult = concrete.ConcretePropResult();
fctm = concretePropResult.Fctm;
fck = concretePropResult.Fck;
//wytrzymalosci dla stali
var steelePropResult = steele.StleelePropResult();
fyk = steelePropResult.Fyk;
fcd = Math.Round((fck / 1.4), 2);
fyd = Math.Round((fyk / 1.15), 2);
//obiekty BeamShear
BeamShearCalculation bsc = new BeamShearCalculation();
BeamShearResults result = bsc.Calculate(d, b, fck, n, powAs, fyd, pow, aS, v);
vRdc = result.VRdc;
vRds = result.VRds;
vRdmax = result.VRdmax;
roStrzemion = result.RoStrzemion;
roMin = result.RoMin;
sRozstawFloor = result.RozstawFloor;
labelShearCtgt.Text = ctgt + "";
labelShearVrdc.Text = vRdc + "";
labelShearVrds.Text = vRds + "";
labelShearVrdmax.Text = vRdmax + "";
labelShearFcd.Text = fcd + "";
labelShearFyd.Text = fyd + "";
labelShearRomin.Text = roMin + "";
labelShearRow.Text = roStrzemion + "";
if (v < vRdc)
{
labelShearWarn.Text = "Ved < Vrdc : strzemiona dobrać konstrukcyjnie";
labelShearResult.Text = "konstrukcyjne";
}
else
{
labelShearWarn.Text = "";
labelShearResult.Text = "Φ" + fi + " co: " + sRozstawFloor + " cm";
}
}