public frmHalter(DataTable _dtForceOnPole, double _SafteyFactor, Guid _SectionCode, bool _IsUTs, double _SaftyFactorOburi)
{
Editor ed = Autodesk.AutoCAD.ApplicationServices.Application.DocumentManager.MdiActiveDocument.Editor;
ed.WriteMessage("\nchecking.....\n");
if (!Atend.Global.Acad.DrawEquips.Dicision.IsHere())
{
if (!Atend.Global.Acad.DrawEquips.Dicision.IsThere())
{
//System.Diagnostics.Process[] prs = System.Diagnostics.Process.GetProcesses();
//foreach (System.Diagnostics.Process pr in prs)
//{
// if (pr.ProcessName == "acad")
// {
// pr.CloseMainWindow();
// }
//}
Atend.Global.Acad.Notification notification = new Atend.Global.Acad.Notification();
notification.Title = "شناسایی قفل";
notification.Msg = "لطفا وضعیت قفل را بررسی نمایید ";
notification.infoCenterBalloon();
ForceToClose = true;
}
}
InitializeComponent();
dtForceOnPole = _dtForceOnPole;
IsUTs = _IsUTs;
SectionCode = _SectionCode;
SaftyFactor = _SafteyFactor;
SaftyFactorOburi = _SaftyFactorOburi;
Atend.Global.Calculation.Mechanical.CalcOptimalSagTension calc = new Atend.Global.Calculation.Mechanical.CalcOptimalSagTension();
ed.WriteMessage("BeforSelectAll\n");
DataTable dtHalter = Atend.Base.Equipment.EHalter.SelectAllX();
ed.WriteMessage("BeforSelectByXCode\n");
Atend.Base.Equipment.EHalter halter = Atend.Base.Equipment.EHalter.SelectByXCode(new Guid(dtHalter.Rows[0]["XCode"].ToString()));
ed.WriteMessage("CalcResult\n");
//DataTable dtResult=calc.CalcHalter(dtForceOnPole,halter);
// dataGridView1.DataSource = dtResult;
}
private void Calculation()
{
chkSelectSection.Focus();
if (Validation())
{
this.Cursor = Cursors.WaitCursor;
System.Data.DataTable dtGlobal = Atend.Base.Design.DGlobal.AccessSelectAll();
System.Data.DataTable dtBranch = Atend.Global.Acad.UAcad.FillBranchList();
Editor ed = Autodesk.AutoCAD.ApplicationServices.Application.DocumentManager.MdiActiveDocument.Editor;
for (int gCounter = 0; gCounter < gvSection.Rows.Count; gCounter++)
{
DataGridViewCheckBoxCell chk = (DataGridViewCheckBoxCell)gvSection.Rows[gCounter].Cells[1];
if (chk.Value.ToString() == "True")
{
calcOptimalSagTension = new Atend.Global.Calculation.Mechanical.CalcOptimalSagTension();
calcOptimalSagTension.DtPoleSection = Atend.Base.Design.DPoleSection.AccessSelectBySectionCodeProductType(new Guid(gvSection.Rows[gCounter].Cells[0].Value.ToString()), Convert.ToInt32(Atend.Control.Enum.ProductType.Pole));
System.Data.DataTable dtPole1 = Atend.Base.Design.DPoleSection.AccessSelectBySectionCodeProductType(new Guid(gvSection.Rows[gCounter].Cells[0].Value.ToString()), Convert.ToInt32(Atend.Control.Enum.ProductType.PoleTip));
foreach (DataRow dr in dtPole1.Rows)
{
DataRow drPole = calcOptimalSagTension.DtPoleSection.NewRow();
drPole["ProductType"] = dr["ProductType"].ToString();
drPole["ProductCode"] = dr["ProductCode"].ToString();
drPole["SectionCode"] = dr["SectionCode"].ToString();
calcOptimalSagTension.DtPoleSection.Rows.Add(drPole);
}
System.Data.DataColumn dc = new System.Data.DataColumn("PoleNumber");
calcOptimalSagTension.DtPoleSection.Columns.Add(dc);
foreach (DataRow dr in calcOptimalSagTension.DtPoleSection.Rows)
{
Atend.Base.Design.DPackage node = Atend.Base.Design.DPackage.AccessSelectByNodeCode(new Guid(dr["ProductCode"].ToString()));
dr["PoleNumber"] = node.Number.ToString();
}
ReadVoltage(gCounter);
calcOptimalSagTension.Volt = Volt;
calcOptimalSagTension.DtPoleCond = dtGlobal;
calcOptimalSagTension.dtBranchList = dtBranch;
DataGridViewComboBoxCell cboNetCross = (DataGridViewComboBoxCell)gvSection.Rows[gCounter].Cells[4];
//ed.WriteMessage("NetCrossCode={0}\n", cboNetCross.Value.ToString());
NetCross = Atend.Base.Calculating.CNetWorkCross.AccessSelectByCode(Convert.ToInt32(cboNetCross.Value.ToString()));
if (Volt == 400)
{
calcOptimalSagTension.Clearance = NetCross.V380;
}
if (Volt == 11000)
{
calcOptimalSagTension.Clearance = NetCross.KV11;
}
if (Volt == 20000)
{
calcOptimalSagTension.Clearance = NetCross.KV20;
}
if (Volt == 33000)
{
calcOptimalSagTension.Clearance = NetCross.KV32;
}
calcOptimalSagTension.DtconductorSection = Atend.Base.Design.DPoleSection.AccessSelectBySectionCodeProductType(new Guid(gvSection.Rows[gCounter].Cells[0].Value.ToString()), Convert.ToInt32(Atend.Control.Enum.ProductType.Conductor));
if (calcOptimalSagTension.DtconductorSection.Rows.Count == 0)
{
calcOptimalSagTension.DtconductorSection = Atend.Base.Design.DPoleSection.AccessSelectBySectionCodeProductType(new Guid(gvSection.Rows[gCounter].Cells[0].Value.ToString()), Convert.ToInt32(Atend.Control.Enum.ProductType.SelfKeeper));
//ed.WriteMessage("Count={0}\n", calcOptimalSagTension.DtconductorSection.Rows.Count);
}
calcOptimalSagTension.VTS = Convert.ToDouble(gvSection.Rows[gCounter].Cells["UTS"].Value.ToString());
//System.Data.DataColumn dc1 = new System.Data.DataColumn("Angle");
//calcOptimalSagTension.DtconductorSection.Columns.Add(dc1);
calcOptimalSagTension.SectionCode = new Guid(gvSection.Rows[gCounter].Cells[0].Value.ToString());
//calcOptimalSagTension.Start = Convert.ToInt32(txtStart.Text);
//calcOptimalSagTension.End = Convert.ToInt32(txtEnd.Text);
//calcOptimalSagTension.Distance = Convert.ToInt32(txtDistance.Text);
Atend.Base.Design.DBranch MyBranch = Atend.Base.Design.DBranch.AccessSelectByCode(new Guid(calcOptimalSagTension.DtconductorSection.Rows[0]["ProductCode"].ToString()));
//ed.WriteMessage("OOO\n");
dtResult.Rows.Clear();
//se = calcOptimalSagTension.ComputeSE();
//ed.WriteMessage("&&&&&&&&&&&&&&&&&&&SE={0}\n", se.ToString());
//SpanCount = calcOptimalSagTension.DtconductorSection.Rows.Count;
calcOptimalSagTension.dtStTable.Rows.Clear();
ed.WriteMessage("GOTOSurface\n");
dtResult = calcOptimalSagTension.calcRudSurface02().Copy();
gvResult.AutoGenerateColumns = false;
calcOptimalSagTension.CloseConnection();
gvResult.DataSource = dtResult;
Save(gCounter);
}
}
this.Cursor = Cursors.Default;
//DataRow dr1 = dtRow.NewRow();
//dr1["ProjectName"] = "";
//dr1["NumSection"] = gvSection.SelectedRows[0].Cells[1].Value.ToString();
//dr1["FirstPole"] = "";
//dr1["LastPole"] = "";
//dr1["UTS"] = calcOptimalSagTension.VTS;
//dr1["SE"] = se.ToString();
//dr1["SpanCount"] = SpanCount;
//dr1["SpanLenght"] = "";
//dr1["CondName"] = gvSagAndTension.Rows[0].Cells[0].Value;
//dtRow.Rows.Add(dr1);
//ChangeColor();
}
}
