private void button1_Click(object sender, EventArgs e)
{
// Original
this.zoznamMenuNazvy.Clear();
this.zoznamMenuHodnoty.Clear();
this.zoznamMenuJednotky.Clear();
this.naplnZoznamy();
/////////////////// LOADING OF MAIN CLASS ///////////////////
//Main class object
EN1993_1_1 en = new EN1993_1_1(comboBox1.Text, comboBox2.Text,item3_check,item4_check,item5_check,item6_check);
//pridanie producera1
// zoznamMenuNazvy.Add("producer");
// zoznamMenuHodnoty.Add(en.Csproducer1);
// zoznamMenuJednotky.Add("-");
//test ci boli zadane vsetky hodnoty v polickach oznacenych zltou farbou
for (int i = 0; i < dataGridView1.Rows.Count; i++)
for (int j = 0; j < dataGridView1.ColumnCount; j++)
{
try
{
if (dataGridView1.Rows[i].Cells[j].Value.Equals("_"))
{
MessageBox.Show("Enter all required input data. \n Fill all yellow cells with numerical values, please.");
return;
}
}
catch (NullReferenceException) { }
}
#region // Database loaded data checking
if (item0_check == true)
#region Steel attributes
{
MessageBox.Show
((" Control of loaded variables " + "\n"
+ "Steel variables: " + "\n"
+ "\n"
+ " fy1 = " + en.Fy1 + "\n"
+ " fu1 = " + en.Fu1 + "\n"
+ " fy2 = " + en.Fy2 + "\n"
+ " fu2 = " + en.Fu2 + "\n"
+ "\n"
+ " used fy = " + en.Fy + "\n"
+ " used fu = " + en.Fu + "\n"
+ "\n"
+ " γM0 = " + en.GamaM0 + "\n"
+ " γM1 = " + en.GamaM1 + "\n"
+ " γM2 = " + en.GamaM2 + "\n"
+ "\n"
+ " βw = " + en.Betaw + "\n"
+ " η = " + en.Eta_shear + "\n"
+ "\n"
+ " E = " + en.E + "\n"
+ " G = " + en.G + "\n"
+ "\n"
+ " ν = " + en.Nu_pois + "\n"
+ " α = " + en.Alpha_temp + ""), "Material data");
}
#endregion
if (item1_check == true)
#region Cross-section attributes
{
MessageBox.Show
((" Checking of loaded variables " + "\n"
+ " Cross-section variables: " + "\n"
+ "\n"
+ " Csprof_namenum " + en.Csprof_namenum + "\n"
+ " Csprof_name " + en.Csprof_name + "\n"
+ " Csprofshape " + en.Csprofshape + "\n"
+ " Csprof_production " + en.Csprof_production + "\n"
+ " Csprodcode1_name1 " + en.Csprodcode1_name1 + "\n"
+ " Csprodcode1_name2 " + en.Csprodcode1_name2 + "\n"
+ " Csprodcode2_name1 " + en.Csprodcode2_name1 + "\n"
+ " Csprodcode2_name2 " + en.Csprodcode2_name2 + "\n"
+ " Csproducer1 " + en.Csproducer1 + "\n"
+ " Csproducer2 " + en.Csproducer2 + "\n"
+ " Csprof_weight " + en.Csprof_weight + "\n"
+ "\n"
+ " Geometrical properties:" + "\n"
+ "\n"
+ " A = " + en.A + "\n"
+ " Asu = " + en.A_su + "\n"
+ " Af = " + en.Af + "\n"
+ " Aw = " + en.Aw + "\n"
+ " Av = " + en.Av + "\n"
+ " Ay.v = " + en.Ay_v + "\n"
+ " Az.v = " + en.Az_v + "\n"
+ "\n"
+ " Sy = " + en.Sy + "\n"
+ " Sz = " + en.Sz + "\n"
+ " Wy.el = " + en.Wy_el + "\n"
+ " Wz.el = " + en.Wz_el + "\n"
+ " Wy.pl = " + en.Wy_pl + "\n"
+ " Wz.pl = " + en.Wz_pl + "\n"
+ "\n"
+ " Iy = " + en.Iy + "\n"
+ " Iz = " + en.Iz + "\n"
+ " It = " + en.IT + "\n"
+ " Iw = " + en.Iw + "\n"
+ " Wt = " + en.Wt + "\n"
+ " iy = " + en.Iy_r + "\n"
+ " iz = " + en.Iz_r + "\n"
+ "\n"
+ " Cross-section data for class determination: " + "\n"
+ "\n"
+ " cy1 = " + en.Cy1 + "\n"
+ " ty1 = " + en.Ty1 + "\n"
+ " cz1 = " + en.Cz1 + "\n"
+ " tz1 = " + en.Tz1 + "\n"
+ "\n"
+ " cy2 = " + en.Cy2 + "\n"
+ " ty2 = " + en.Ty2 + "\n"
+ " cz2 = " + en.Cz2 + "\n"
+ " tz2 = " + en.Tz2 + " "
), "Cross-section data");
}
#endregion
#endregion
#region Variable property for User input data
// Input - User
en.N_Ed = this.N;
en.Vy_Ed = this.Vy;
en.Vz_Ed = this.Vz;
en.Mx_Ed = this.Mx;
en.My_Ed = this.My;
en.Mz_Ed = this.Mz;
en.My_a = this.My_a;
en.My_b = this.My_b;
en.Mz_a = this.Mz_a;
en.Mz_b = this.Mz_b;
en.My_s = this.My_s;
en.Mz_s = this.Mz_s;
en.My_Ed_x = this.My_Ed_x;
en.Mz_Ed_x = this.Mz_Ed_x;
en.Deflection_y_x = this.Deflection_y_x;
en.Deflection_z_x = this.Deflection_z_x;
en.C1y = this.C1y;
en.C2y = this.C2y;
en.C3y = this.C3y;
en.Kz_LT = this.Kz_LT;
en.Kw_LT = this.Kw_LT;
en.L_teor = this.L_teor;
en.L_y_buck = this.L_y_buck;
en.L_z_buck = this.L_z_buck;
en.L_y_LT = this.L_y_LT;
en.L_z_LT = this.L_z_LT;
en.L_T = this.L_T;
en.Anet = this.Anet;
en.MEd_T = this.MEd_T;
en.VEd_T = this.VEd_T;
en.E_T = this.E_T;
#endregion
/////////////////////////////////// USER INPUT DEFINITION /////////////////////////////////
/////////////////////////////////// COMBOBOXes /////////////////////////////////
// diagram for Kc
// (comboBoxMomentDiag_kc.SelectedIndex)
en.Kc_diagram = comboBoxMomentDiag_kc.SelectedIndex;
//MessageBox.Show(en.Kc_diagram.ToString());
// type of load index
en.Loading_type_y = comboBoxLoad_y.SelectedIndex;
en.Loading_type_z = comboBoxLoad_z.SelectedIndex;
//MessageBox.Show(en.Loading_type_y + " " + en.Loading_type_z);
// Moment diagram in Method 1 - Annex A
en.Moment_diagram_My1 = comboBoxMomentDiag_y.SelectedIndex;
//en.Moment_diagram_Mz1 = ;
// Moment diagram in Method 2 - Annex B
en.Moment_diagram_My2 = comboBoxMomentDiag_y.SelectedIndex;
//en.Moment_diagram_Mz2 = ;
en.Torsion_koeficientNADCZ = comboBoxTorsionNADCZ.SelectedIndex;
//////////////////////////////// CALCULATION ////////////////////////////
//////////////////////////////// CLASS EN 1993-1-1 ////////////////////////////
// Material properties definition
en.EN_1993_1_1_Material();
// Basic method: EN 1993-1-1 and EN 1993-1-5 - class of cross-section
// Table 5.2
en.EN_1993_1_1_55();
#region // CS class determination and Class 4 data solution
/*MessageBox.Show
(" Checking of CS class determination and Class 4 data solution " + "\n"
+ "\n"
+ "Classes of cross section parts" + "\n"
+ "\n"
+ " Class.y1 = " + en.Class_y1 + "\n"
+ " Class.z1 = " + en.Class_z1 + "\n"
+ " Class.y2 = " + en.Class_y2 + "\n"
+ " Class.z2 = " + en.Class_z2 + "\n"
+ "\n"
+ "\n"
+ " Class.w = " + en.Class_w + "\n"
+ " Class.f = " + en.Class_f + "\n"
+ " Class = " + en.Classall + "\n"
+ "\n"
+ "\n"
+ "\n"
+ " Aeff = " + en.Aeff + "\n"
);
*/
#endregion
// Basic method: Section 6.2 Resistance of cross-sections
en.EN_1993_1_1_62();
if (item2_check == true)
#region Torsion input attributes
{
MessageBox.Show
(("Auxiliary values EN 1993-1-1: " + "\n"
+ "\n"
+ "Section 6.2.7 Torsion (p. 53)"
+ "\n"
+ " αt = " + en.Alpha_T + "\n"
+ " βt = " + en.Beta_T + "\n"
), " NAD of Czech Republic - Table NB.2.1");
}
#endregion
// Basic method: Section 6.3.1 Uniform members in compression (p. 56)
en.EN_1993_1_1_631();
// Basic method: Section 6.3.2 Uniform members in bending
#region EN_1993_1_1_632
switch (comboBoxChiLT.SelectedIndex)
{
case 0:
en.EN_1993_1_1_6322();
break;
case 1:
en.Chi_y_LT = 1;
en.Chi_z_LT = 1;
en.My_b_Rd = en.My_c_Rd; /// !!!! Other moment resistance decreasing -rho,N, V combination !!!
en.Mz_b_Rd = en.Mz_c_Rd;
break;
case 2:
en.EN_1993_1_1_6322();
break;
case 3:
en.EN_1993_1_1_6323();
break;
case 4:
en.EN_1993_1_1_6324();
break;
}
#endregion
// Section 6.3.3 Uniform members in bending and axial compression - basic data Definition
en.EN_1993_1_1_633();
// Section 6.3.3 Uniform members in bending and axial compression - kij calculation -> Annex A or B
#region EN_1993_1_633 - Annexes
switch (comboBoxAnex.SelectedIndex)
{
case 0:
switch (comboBoxMomentDiag_y.SelectedIndex)
{
case 0:
en.AnnexB_mDiag1();
break;
case 1:
en.AnnexB_mDiag2();
break;
case 2:
en.AnnexB_mDiag3();
break;
}
en.AnnexB();
break;
case 1:
en.Kyy = 1; // it should to be kij = 1 and solve ratio 661
en.Kyz = 1;
en.Kzy = 1; // it should to be kij = 1 and solve ratio 662
en.Kzz = 1;
break;
case 2:
switch (comboBoxMomentDiag_y.SelectedIndex)
{
case 0:
en.AnnexA_mDiag1();
break;
case 1:
en.AnnexA_mDiag2();
break;
case 2:
en.AnnexA_mDiag3();
break;
case 3:
en.AnnexA_mDiag4();
break;
}
en.AnnexA();
break;
case 3:
switch (comboBoxMomentDiag_y.SelectedIndex)
{
case 0:
en.AnnexB_mDiag1();
break;
case 1:
en.AnnexB_mDiag2();
break;
case 2:
en.AnnexB_mDiag3();
break;
}
en.AnnexB();
break;
default: break;
}
#endregion
// Final ratios calculation
en.final_Check_Ratio();
// Output textbox - text box Ratio max
this.Ratio_max.Text = Math.Round(en.Ratio_maxtot, 2).ToString();
//////////////////////////////////////////////////////////////////////////////
this.checkOutputVariables(en);
this.updateDataGridView();
}
