private void btn_steel_column_design_Click(object sender, EventArgs e) { SteelColumnDesign cd = new SteelColumnDesign(iApp); #region User Input //cd.AST_DOC = AST_DOC; //if (AST_DOC_ORG != null) // cd.AST_DOC = AST_DOC_ORG; //else // cd.AST_DOC = AST_DOC; cd.l = MyList.StringToDouble(txt_steel_column_l.Text, 0.0); cd.a = MyList.StringToDouble(txt_steel_column_a.Text, 0.0); cd.P = MyList.StringToDouble(txt_steel_column_P.Text, 0.0); cd.M = MyList.StringToDouble(txt_steel_column_M.Text, 0.0); cd.V = MyList.StringToDouble(txt_steel_column_V.Text, 0.0); cd.e = MyList.StringToDouble(txt_steel_column_e.Text, 0.0); cd.Pms = MyList.StringToDouble(txt_steel_column_Pms.Text, 0.0); cd.fy = MyList.StringToDouble(txt_steel_column_fy.Text, 0.0); cd.fs = MyList.StringToDouble(txt_steel_column_fs.Text, 0.0); cd.fb = MyList.StringToDouble(txt_steel_column_fb.Text, 0.0); cd.Pcs = MyList.StringToDouble(txt_steel_column_Pcs.Text, 0.0); cd.Ps = MyList.StringToDouble(txt_steel_column_Ps.Text, 0.0); cd.n = MyList.StringToDouble(txt_steel_column_n.Text, 0.0); cd.tb = MyList.StringToDouble(txt_steel_column_tb.Text, 0.0); cd.Dr = MyList.StringToDouble(txt_steel_column_Dr.Text, 0.0); cd.Nr = MyList.StringToDouble(txt_steel_column_Nr.Text, 0.0); cd.A = MyList.StringToDouble(uC_SteelSections_Column.txt_a.Text, 0.0); cd.h = MyList.StringToDouble(uC_SteelSections_Column.txt_h.Text, 0.0); cd.Bf = MyList.StringToDouble(uC_SteelSections_Column.txt_Bf.Text, 0.0); cd.tw = MyList.StringToDouble(uC_SteelSections_Column.txt_tw.Text, 0.0); cd.Ixx = MyList.StringToDouble(uC_SteelSections_Column.txt_Ixx.Text, 0.0); cd.Iyy = MyList.StringToDouble(uC_SteelSections_Column.txt_Iyy.Text, 0.0); cd.rxx = MyList.StringToDouble(uC_SteelSections_Column.txt_rxx.Text, 0.0); cd.ryy = MyList.StringToDouble(uC_SteelSections_Column.txt_ryy.Text, 0.0); #endregion User Input cd.Report_File = Column_Design_Report; //cd.Calculate_Program_Loop(); //cd.Calculate_Program(); //cd.Design_Program_Individual(1); cd.Calculate_Program(); MessageBox.Show("Report file created in file " + Column_Design_Report); iApp.View_Result(cd.Report_File); Button_Enabled_Disabled(); }
public void RunThread() { List <string> list = new List <string>(); #region TechSOFT Banner list.Add(""); list.Add(""); list.Add("\t\t**********************************************"); list.Add("\t\t* ASTRA Pro Release 18.0 *"); list.Add("\t\t* TechSOFT Engineering Services *"); list.Add("\t\t* *"); list.Add("\t\t* DESIGN OF RCC COLUMN *"); list.Add("\t\t* *"); list.Add("\t\t**********************************************"); list.Add("\t\t----------------------------------------------"); list.Add("\t\tTHIS RESULT CREATED ON " + System.DateTime.Now.ToString("dd.MM.yyyy AT HH:mm:ss") + " "); list.Add("\t\t----------------------------------------------"); list.Add(""); #endregion int c = 0; int step = 1; string ColumnNos = ""; Design_Summary = new List <string>(); //int c = 0; for (int i = 0; i < dgv_columns.RowCount; i++) { try { c = 0; //ColumnData cd = new ColumnData(); //SteelColumnDesign cd = new SteelColumnDesign(iApp); SteelColumnDesign cd = col_design; //cd.IsSelect = (bool)dgv_columns[c++, i].Value; bool IsSelect = (bool)dgv_columns[c++, i].Value; if (IsSelect) { var item = MyList.Get_Array_Intiger(dgv_columns[2, i].Value.ToString()); double l = 0.0; //foreach (var mn in item) //{ // var mi = AST_DOC.Members.Get_Member(mn); // l += mi.Length; //} Set_Grid_Color(i); foreach (var mn in item) { var mi = AST_DOC.Members.Get_Member(mn); l += mi.Length; } #region User Input //cd.AST_DOC = AST_DOC; //if (AST_DOC_ORG != null) // cd.AST_DOC = AST_DOC_ORG; //else // cd.AST_DOC = AST_DOC; //cd.l = MyList.StringToDouble(txt_steel_column_l.Text, 0.0); cd.ColumnNo = dgv_columns[1, i].Value.ToString(); cd.l = l; cd.a = MyList.StringToDouble(txt_steel_column_a.Text, 0.0); //Pu = StructureAnalysis.GetJoint_R1_Axial(item); //Mux = StructureAnalysis.GetJoint_M2_Bending(all_jnt[i]); //Mux = StructureAnalysis.GetJoint_ShearForce(all_jnt[i]); //Muy = StructureAnalysis.GetJoint_M3_Bending(all_jnt[i]); //cd.P = StructureAnalysis.GetJoint_R1_Axial(item); //cd.M = StructureAnalysis.GetJoint_M3_Bending(item); //cd.V = StructureAnalysis.GetJoint_ShearForce(item); cd.P = MyList.StringToDouble(dgv_columns[8, i].Value.ToString(), 0.0); cd.M = MyList.StringToDouble(dgv_columns[9, i].Value.ToString(), 0.0); cd.V = MyList.StringToDouble(dgv_columns[10, i].Value.ToString(), 0.0); cd.e = MyList.StringToDouble(txt_steel_column_e.Text, 0.0); cd.Pms = MyList.StringToDouble(txt_steel_column_Pms.Text, 0.0); cd.fy = MyList.StringToDouble(txt_steel_column_fy.Text, 0.0); cd.fs = MyList.StringToDouble(txt_steel_column_fs.Text, 0.0); cd.fb = MyList.StringToDouble(txt_steel_column_fb.Text, 0.0); cd.Pcs = MyList.StringToDouble(txt_steel_column_Pcs.Text, 0.0); cd.Ps = MyList.StringToDouble(txt_steel_column_Ps.Text, 0.0); cd.n = MyList.StringToDouble(txt_steel_column_n.Text, 0.0); cd.tb = MyList.StringToDouble(txt_steel_column_tb.Text, 0.0); cd.Dr = MyList.StringToDouble(txt_steel_column_Dr.Text, 0.0); cd.Nr = MyList.StringToDouble(txt_steel_column_Nr.Text, 0.0); cd.Section_Name = dgv_columns[3, i].Value.ToString(); var dta = uC_SteelSections1.Get_BeamSection(cd.Section_Name); //cd.A = MyList.StringToDouble(uC_SteelSections1.txt_a.Text, 0.0); //cd.h = MyList.StringToDouble(uC_SteelSections1.txt_h.Text, 0.0); //cd.Bf = MyList.StringToDouble(uC_SteelSections1.txt_Bf.Text, 0.0); //cd.tw = MyList.StringToDouble(uC_SteelSections1.txt_tw.Text, 0.0); //cd.Ixx = MyList.StringToDouble(uC_SteelSections1.txt_Ixx.Text, 0.0); //cd.Iyy = MyList.StringToDouble(uC_SteelSections1.txt_Iyy.Text, 0.0); //cd.rxx = MyList.StringToDouble(uC_SteelSections1.txt_rxx.Text, 0.0); //cd.ryy = MyList.StringToDouble(uC_SteelSections1.txt_ryy.Text, 0.0); cd.A = dta.Area * 100; cd.h = dta.Depth; cd.Bf = dta.FlangeWidth; cd.tw = dta.WebThickness; cd.Ixx = dta.Ixx * 10000; cd.Iyy = dta.Iyy * 10000; cd.rxx = dta.Rxx * 10; cd.ryy = dta.Ryy * 10; //txt_a.Text = (dta.Area * 100).ToString(); ////txt_h.Text = dta.Depth.ToString("f3"); //txt_h.Text = dta.Depth.ToString(); ////txt_h1.Text = dta.h.ToString("f3"); //txt_Ixx.Text = (dta.Ixx * 10000).ToString(); //txt_Iyy.Text = (dta.Iyy * 10000).ToString(); //txt_rxx.Text = (dta.Rxx * 10).ToString(); //txt_ryy.Text = (dta.Ryy * 10).ToString(); //txt_Z.Text = (dta.Zxx * 1000).ToString(); //txt_tw.Text = dta.WebThickness.ToString(); ////txt_tw.Text = dta..ToString("f3"); //txt_w.Text = (dta.Weight / 9.81).ToString("f3"); //txt_Bf.Text = (dta.FlangeWidth).ToString(); //if (lst.Count > 20) //{ // txt_h1.Text = lst[17].ToString(); // txt_h2.Text = lst[18].ToString(); //} #endregion User Input //cd.Report_File = ; //string rep_file = Path.Combine(Path.GetDirectoryName(AST_DOC.AnalysisFileName), "Structure Design"); //if (!Directory.Exists(rep_file)) // Directory.CreateDirectory(rep_file); //rep_file = Path.Combine(rep_file, "Column Design"); //if (!Directory.Exists(rep_file)) // Directory.CreateDirectory(rep_file); ////rep_file = Path.Combine(rep_file, "Column_Design_Report.txt"); //rep_file = Path.Combine(rep_file, "Column_" +dgv_columns[1, i].Value.ToString() + ".txt"); //cd.Report_File = rep_file; cd.Calculate_Program(); if (Design_Summary == null) { Design_Summary = new List <string>(); } Design_Summary.Add(string.Format("")); list.Add(string.Format("------------------------------------------------")); list.Add(string.Format("COLUMN = {0}", cd.ColumnNo)); list.Add(string.Format("CONTINUOUS MEMBERS = {0}", dgv_columns[2, i].Value.ToString())); list.Add(string.Format("------------------------------------------------")); list.AddRange(cd.Design_Individual_Program().ToArray()); //Design_Summary.Add(string.Format("------------------------------------------------")); //Design_Summary.Add(string.Format("COLUMN = {0}", cd.ColumnNos)); //Design_Summary.Add(string.Format("CONTINUOUS MEMBERS = {0}", cd.Continuous_ColumnMembers)); //Design_Summary.AddRange(col_design.Design_Summary.ToArray()); //Design_Summary.Add(string.Format("------------------------------------------------")); Set_Grid_Color(i, true, cd.IS_DESIGN_OK); dgv_columns[11, i].Value = cd.IS_DESIGN_OK ? " OK " : "NOT OK"; //Add_Column_BOQ(col_design.BOQ); } } catch (Exception exx) { } } #region End of Report list.Add(""); list.Add("---------------------------------------------------------------------------"); list.Add("--------------------- END OF REPORT --------------------------"); list.Add("---------------------------------------------------------------------------"); #endregion End of Report Save_Data(); File.WriteAllLines(col_design.Report_File, list.ToArray()); string des_sum = Path.Combine(Path.GetDirectoryName(col_design.Get_Report_File()), "COLUMN_DESIGN_SUMMARY.TXT"); File.WriteAllLines(des_sum, Design_Summary.ToArray()); MessageBox.Show(this, "Report file created in file " + col_design.Report_File); frmASTRAReport fap = new frmASTRAReport(col_design.Report_File); fap.Owner = this; fap.ShowDialog(); }