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();
}
